SO
UR
CE:
NC
ON
E
MA
P
AE
RIA
L
DA
TE: F
EB
RU
AR
Y 2016
SO
UR
CE: N
C
ON
E
MA
P
AE
RIA
L
DA
TE: F
EB
RU
AR
Y 2016
SOURCE: NC ONE MAPAERIAL DATE: FEBRUARY 2016
TRAFFIC VOLUME DATA
VOLUMES IN 100S
247173
290184
3324
2013
4<1
2824
1912
<11
LEGEND
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
100' 0' 100' 200'
50'
EXISTING ROADWAY
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
0000
0000 PRESENT ADT
FUTURE ADT
PROPERTY LINES
PROPOSED STRUCTURES, ISLAND, SIDEWALK,
CURB AND GUTTER
EXISTING ROADWAY TO BE REMOVED
PROPOSED CONTROL OF ACCESS
EXISTING STRUCTURES, ISLAND, SIDEWALK
CURB AND GUTTER TO BE REMOVED
C
A
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
EXISTING UTILITY EASEMENT
BUILDINGS
CEMETERY
PROPOSED CONSTRUCTION EASEMENT
N.C. 72
U.S. 74 U.S. 74
N.C. 130
2040 ADT2018 ADT
UTILITY INFORMATION
SUBJECT TO CHANGE. INCLUDING UTILITY EASEMENTS, ARE PRELIMINARY AND AREUTILITY EASEMENTS. THE DESIGNS SHOWN ON THESE MAPS,LIMITED TO LOCATION OF MAJOR EXISTING AND POTENTIALDISPLAYS. THE UTILITY INFORMATION SHOWN ON THESE MAPS ISUTILITIES ARE NOT SHOWN ON THESE MAPS OR ON OTHERTO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED
IMPACTS AND DRIVEWAY TIES
BE DETERMINED DURING FINAL DESIGN USING FINAL SURVEYS. USING FINAL GROUND SURVEYS. DRIVEWAY LOCATIONS WILL ALSODESIGNERS WILL ATTEMPT TO MINIMIZE IMPACTS WHERE FEASIBLEPRELIMINARY GROUND SURVEYS. DURING THE FINAL DESIGN STAGE,HEARING MAP ARE BASED OFF OF PRELIMINARY DESIGNS ANDLIMITS OF CONSTRUCTION AND THEIR IMPACTS SHOWN ON THIS
ELIMINATED.SUCH AS VIA A SIDE ROAD, ACCESS TO U.S. 74 MAY BEPOINT MAY BE CONSIDERED. FOR PROPERTIES THAT HAVE ACCESS,(FOR EXAMPLE, 2000 FEET OR MORE), AN ADDITIONAL ACCESSPER PARCEL. FOR PROPERTIES WITH LARGE ROAD FRONTAGESFULL CONTROL OF ACCESS IS DEFINED AS ONE ACCESS POINT
NOTE:
LAKES, RIVERS, STREAMS, AND PONDS
EXISTING CONTROL OF ACCESS
WETLANDS
;
W
W
W
S
W
95.0
0'
95.0
0'
60.0
0'
60.0
0'
60.0
0'
340.0
0'
30.0
0'
BEMC UTIL
ITY EASEMENT
30.0
0'
30.0
0'
30.00'
30.0
0'
200.00'
60.0
0'
CA
C A
C A
C A
C
A
C
A
C
A
C
A
CA
CA
CA
C
AC
A
C
A
C
A
C
A
;
;
;
; ;
;;
;
;
;
;
;
;;
;
; ;
;; ;;
;
;
; ;;;
;
;
;
MATCHLINE
MATCHLINE SEE INSET
INSET
25
30
35 -Y1- PC Sta. 35+23.35
-L- SC Sta. 71+65.58-L- TS Sta. 68+65.58
20
25
30
35
40
45
50
55
60
65
70
-L- POT Sta. 68+00.00 (47.00' LT.)
-RPA- POT Sta. 10+00.00 =
BEGIN GRADE
10
15
20
25
-RPA- SC Sta. 15+65.00
-RPA- CS Sta. 18+46.23
-RPA- SRS Sta. 20+86.23
-RPA- SC Sta. 23+26.23
-RPA- PT Sta. 25+99.92
10
15
20
-RPB- SC Sta. 12+75.00
-RPB- CS Sta. 19+12.59
-RPB- ST Sta. 20+17.59
40
45
50
55
60
65
70
75
80
85
-Y1- PT Sta. 80+32.71
-Y1- POT Sta. 87+61.17
10
15
20
25
-RPC- TS Sta. 13+70.00
-RPC- SC Sta. 15+35.00
-RPC- CS Sta. 19+03.42
-RPC- SRS Sta. 21+43.42
-RPC- SC Sta. 23+83.42-RPC- PT Sta. 27+45.28
10
15
20
25
-RPD- POT Sta. 25+25.59
-RPC- POT Sta. 29+08.20 =
-Y1- PT Sta. 58+77.16 =
-RPD- CS Sta. 22+89.40
-RPD- ST Sta. 23+94.40
-RPD- SC Sta. 13+35.00
-L- POT Sta. 66+02.73 (47.00' RT.)
-RPD- TS Sta. 12+30.00 =
BEGIN GRADE
-RPD- POT Sta. 10+00.00
10
-SRA- PCC Sta. 12+29.37
-SRA- PT Sta. 13+74.06
-SRA- PC Sta. 10+13.71
-SRB- PC Sta. 10+00.00
-SRB- PT Sta. 12+23.37
-SRB- POT Sta. 14+38.21
-Y1- Sta. 73+70.97 (12.00' RT)
-SRB- POT Sta. 10+13.24 =
BEGIN GRADE
-RPA- POT Sta. 26+22.13
END GRADE
-RPB- POT Sta. 24+96.92
-RPA- POT Sta. 26+96.75 =
-Y1- PC Sta. 64+90.45 =
-L- Sta. 38+00.00 (47.00' LT.)
-RPB- TS Sta. 11+70.00 =
BEGIN GRADE
-RPB- POT Sta. 10+00.00
-L- Sta. 35+00.00 (47.00' RT.)
-RPC- POT Sta. 10+00.00 =
BEGIN GRADE
-RPC- POT Sta. 28+33.58
END GRADE
-RPD- POT Sta. 24+50.97
END GRADE
-Y1- Sta. 43+00.48 (12.00' RT)
-SRA- POT Sta. 10+00.00 =
BEGIN GRADE
-RPA- TS Sta. 14+00.00
-RPB- POT Sta. 24+22.30
END GRADE
15
10
PUBLIC MEETING MAP
PU
BLIC
ME
ETIN
G
MA
P
RO
BES
ON
CO
UN
TY
ROBESON COUNTY
RO
BES
ON
CO
UN
TY
DESIGN DATA
SCALE
PU
BLIC
ME
ETIN
G
MA
P
DE
CE
MB
ER
2018
DECEMBER 2018
DE
CE
MB
ER
2018
DIAMOND INTERCHANGE WITH ROUNDABOUTS
U.S. 74 / N.C. 130 INTERSECTIONS TO A
CONVERSION OF THE U.S. 74 / N.C. 72 ANDDIA
MO
ND IN
TE
RC
HA
NG
E
WIT
H
RO
UN
DA
BO
UTS
U.S. 7
4 / N.C. 13
0 IN
TE
RS
EC
TIO
NS
TO
A
CO
NV
ER
SIO
N
OF
TH
E
U.S. 7
4 / N.C. 7
2 A
ND
DIA
MO
ND IN
TE
RC
HA
NG
E
WIT
H
RO
UN
DA
BO
UTS
U.S. 74 / N.C. 13
0 IN
TE
RS
EC
TIO
NS
TO
A
CO
NV
ER
SIO
N
OF
TH
E
U.S. 74 / N.C. 72 A
ND
8%=Max. Superelev.
= 75 mphDesign Speed
Interstate=Functional Class.
TIP
NO. 5
3087.1.1 (R
-5751)
TIP NO. 53087.1.1 (R-5751)
TIP
NO. 53087.1.1 (
R-5751)
C
C
C
C
C
C
F
FF
F
F
F
C
F
C
C
C
C
C
C
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
F
F
F
F
F
C C
F
C
C F
F C C F
F
F
F
FF
F
B A
DC
TRACEY LYNN HORNEKENNETH HAYES HORNE
BYRON B. WALTERS
KENNETH HAYES HORNE
KENNETH HAYES HORNE
SUZANNE STEPHENS FAIR
SUZANNE STEPHENS FAIR
SUZANNE STEPHENS FAIR
SUZANNE STEPHENS FAIR
CYNTHIA G. LOCKLEARVERNIE A. LOCKLEAR
RICHARD SHAWN TAYLOR
WILLIAM H. STEPHENS
WILLIAM H. STEPHENS
WILLIAM H. STEPHENS
WILLIAM H. STEPHENS
WILLIAM H. STEPHENS
GLADYS MARIE BRITTTONY BRITT ET UX
WILLIAM H. STEPHENS
SUZANNE STEPHENS FAIR
MARY E. CALDERFRED K. CALDER, SR.
BARBARA CALDER CAIN
MARY E. CALDERFRED K. CALDER, SR.
BOBBY L. BARDEN
WILLIAM E. STEPHENS
ANNE F. RICHJULIA F. SMITH
SUZANNE STEPHENS FAIR
SUZANNE STEPHENS FAIR
WILLIAM H. STEPHENS
JERRY D. CRAWFORDWANDA CRAWFORD
SHEARLDIAN FAULKDANIEL C. FAULKRODNEY CLEVELAND IVEY
SUZANNE STEPHENS FAIR
MDAYYAD AL-NASRA
STEPHENSWILLIAM E.
FAIRSUZANNE STEPHENS
ANN IVEYCHARLES IVEY
INDIAN LAND FARM XIV, LLC
-L- Sta. 26+00.00
BEGIN PROJECT -L- Sta. 75+85.00
END PROJECT
-Y1- Sta. 32+00.00
BEGIN CONSTRUCTION
-SRB- Sta. 14+00.00
END CONSTRUCTION
-Y1- Sta. 84+00.00
END CONSTRUCTION
-SRA- Sta. 13+15.00
END CONSTRUCTION
74 74
72
130
130
-L- -L-
-Y1-
-Y1-
-Y1-
-SRA-
-SRB-
-RPA-
-RPB-
-RPC-
-RPD-
TO
ORR
UM
TO LUMBERTON
CEMETERY
FAIR
STEPHENS
SUZANNE
TO WHITEVILLE
TO LUMBERTON
ANNE F. RICHJULIA F. SMITH
ANNE F. RICHJULIA F. SMITH
INDIAN LAND FARM XIV, LLC
NORTH CAROLINA
STATE OF
