WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
MA
TC
H
LIN
E TO
RO
LL 10
INSET MATCH LINE
INSET MATCH LINE
LEGEND
EXISTING STRUCTURES, ISLAND, CURB
TO BE REMOVED
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
TO BE REMOVED
AND GUTTER
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
PROPERTY LINES
C
A
C
A
WETLAND LIMITS BOUNDARY
AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
EXISTING UTILITY EASEMENT
CEMETERIES
2018
2040
BUILDINGS
LEGEND
EXISTING STRUCTURES, ISLAND, CURB
TO BE REMOVED
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
TO BE REMOVED
AND GUTTER
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
PROPERTY LINES
C
A
C
A
WETLAND LIMITS BOUNDARY
AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
EXISTING UTILITY EASEMENT
CEMETERIES
2018
2040
BUILDINGS
PROPOSED TRAFFIC SIGNAL
EXISTING TRAFFIC SIGNAL
PROPOSED TRAFFIC SIGNAL
EXISTING TRAFFIC SIGNAL
MA
TC
H
LIN
E TO
RO
LL 8
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
CA
CA
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
CA
C
A
CA
C
A
CA
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
CA
CA
C
AC
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C A
C A
C
A
C
A
CA
CA
CA
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
AC
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
GREU
TL-3
GREU
TL-3
GREU
TL-
3
CAT-1
AT-1
CAT-1
GREU TL-3
GREU TL-3
GREU TL-3
GREU TL-3
CAT-1
CAT-1
TYPE B-77
TYPE B-77
TYPE B-77
TYPE B-77
TYPE B-7
7
TYPE B-7
7
TYPE B-77
CAT-1
GREU
TL-
3
15+00
20+00
25+00
30+00
35+00
40+00
45+00
15+00
20+00
25+00
30+00
35+00
40+00
45+00
50+
00
50+00
55+00
60+00
65+00
10+00
10+00
15+00
20+00
25+00
75+00
80+00
85+00
90+00
10+00
15+00
20+0
0
10+00
15+0
0
20+00
25+00
30+00
35+00
40+00
10+00
15+00
20+0
0
15+00
20+00
25+00
10+00
15+00
10+00
15+00
20+00
985+00
990+00 995+00
1000+00
1005+00
1010+00
1015+00
950+00
955+00
960+00
965+00
970+00
975+00
980+00
10+00 15+00
20+00
25+00
30+00
35+00
40+00
10+00
15+00
20+00
25+00
10+0
0
10+00
10+00
10+00
15+00
EXIT 73
EXIT 72
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
CC
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
CC
C
C
CC
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
CC
C
C
C
C
C
C
C
C
C
CC
C
C
CC
C
C
C
C
C
C
C
C
C
C
C C
C
C
F
F
F
F
C
C
F
FF
F
F
FF
F
F
F
F
F
F FF
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F F
FF
F
F
F
C F
F
F
F
F
F
C
F
F
F
F
F
F
F
F F
F
F
F
F
F
F F
F
F
FF
F
FF
F
F
F
C
F
F
F
F
FF
F
F
F
F
C
CC
F
F
F
F
CC
C
C
C
C
C
C
C
C
F
F
F
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
C
C
C
C
F
F
C
NOTE:FULL CONTROL OF ACCESS IS DEFINED AS A CONNECTION TO A FACILITYPROVIDED ONLY VIA RAMPS AT INTERCHANGES. ALL CROSS-STREETS AREGRADE-SEPARATED. NO PRIVATE DRIVEWAY CONNECTIONS ARE ALLOWED.
ARE PRELIMINARY AND ARE SUBJECT TO CHANGE. EASEMENTS. THE DESIGNS SHOWN ON THESE MAPS, INCLUDING UTILITY EASEMENTS, ON THESE MAPS IS LIMITED TO LOCATIONS OF MAJOR EXISTING AND POTENTIAL UTILITYSHOWN ON THESE MAPS OR ON OTHER DISPLAYS. THE UTILITY INFORMATION SHOWN TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED UTILITIES ARE NOT
UTILITY INFORMATION:
S. S
AM
PSO
N
AVE.
-D
R1-
-Y14RPC-
-NBCD-
-SR9A-
SR 1792 JACKSON RD.
SR 1792 JACKSON RD.
-Y14
RPB-
-SBCD-E. B
RO
AD
ST.
-Y15RPA-
-Y15R
PD-
S. LEH
MO
N
AVE.
SR 19
04
WHIT
E
LIN
E
RD.
STE
WA
RT ST.
S. S
AM
PS
ON
AV
E.
EAST P
OIN
T
WA
Y
OL
D
NC 55 E
AS
T
J AND J LANE
N. HOLLAND AVE.
-SBCD-
-SR18-
-DR10-
SR 17
93 SP
RIN
G
BR
AN
CH
RD.
SR 17
93 P
OPE
RD.
E. C
UM
BE
RL
AN
D
ST.
E. C
UM
BERLA
ND ST.
NC 55 EAST EXT.
SR 1811 BUD HAWKINS RD.
.RD
NUR YENOT
S 48
81 R
S
SR 1837 IN
TERSTATE DR.
S. S
AM
PSO
N
AVE.
E. B
RO
AD
ST.
E. C
UM
BE
RL
AN
D
ST.
100'200'
100'
(ENGLISH)
50'
0'
DESIGN DATA
Max. Superelev.Design Speed Functional Class.
= 0.08= 70 mph= Interstate
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
NAD 83 N
A 20
11
SEE X-SECTIONSVARIABLE SLOPE
ORIGINAL GROUND
ORIGINAL GROUND
GRADE TO THIS LINE
6:1 6:1
18' 6'
4'
FDPS
10'4'
L
(3:1 M
AX)
VAR. SLO
PE
POINT
GRADE
0.08
ORIGINAL GROUND
FO
R FIL
LS
HIN
GE P
OIN
T
FO
R FIL
LS
HIN
GE P
OIN
T
FO
R C
UTS
HIN
GE P
OIN
T
30' 12' 12'
17' W/GR
14'
3:1 M
AX
19' W/GR
6:14:1
4'
FDPS
0.020.04 0.02 0.02
TYPICAL SECTION RAMPS/LOOPS
RAMPSC
VARIABLE SLOPE
INSET
WLBWLB
FDPS
0.08
4:1
VAR. SLOPES
ORIGINAL GROUND
ORIGINAL GROUND
FDPS
0.08
4'
3:1 M
AX.GRADE TO THIS LINE
GRADE
POINT
12' 12' 8'
11' W/GR
8'
4'
12'
ORIGINAL GROUND
4:1
3:1 MAX SLO
PE
0.020.020.02
TYPICAL SECTION -Y- LINES
LC -Y- LINES
ORIGINAL GROUND
POINTGRADE
0.08
12'
L
4:1
0.08
ORIGINAL GROUND
0.02 0.02
GRADE TO THIS LINE
11' 11'
3:1 MAX SLO
PE
3:1 MAX SLO
PE
*10'*10' 7' W/GR
3'3'
**6' **6'
***8'
C SERVICE ROADS
TYPICAL SECTION SERVICE ROADS
NAD 83 N
A 2011
0.02
CL
0.02POINT
GRADE
16'24'
80'
83'-3"
8'"21
1'-7 24' 8' "21
1'-7
CL
POINTGRADE
POINTGRADE
-Y14- (SR 1793)
-L- (I-95)
2'12' 12'
146'
12' 48' 13' 13' 48' 12'
"211'-7
149'-3"
"211'-7
TYPICAL SECTION -Y14- BRIDGE
TYPICAL SECTION -L- BRIDGE
I-95-L-
I-95-L-
ADT2040
TRAFFIC DIAGRAM
-Y1-SPRING BRANCH RD.
-Y1-POPE RD.
3500
BUD HAWKINS RD.
I-95-L-
I-95-L-
ADT2040
TRAFFIC DIAGRAM
-Y2-US 421
-Y2-US 421
0.025
12' 12'12'
POINT
GRADE
12'
0.025 0.025 0.025 0.04
13'
0.025
12'12' 12'
POINT
12'
0.0250.0250.0250.04
13'
POINT
CROWN CROWN
14'
17' W/GR
FDPS
0.04
18'10' 6'
6:1
FO
R C
UTS
HIN
GE P
OIN
T
14'
17' W/GR
0.040.04 0.04
FDPS
GRADE TO THIS LINE GRADE TO THIS LINE
POINT
GRADE
(3:1 M
AX)
VAR. SLO
PE
6:14:1
30'
3:1 M
AX
6:1
FO
R FIL
LS
HIN
GE P
OIN
T
ORIGINAL GROUND
ORIGINAL GROUND
VARIABLE SLOPE
ORIGINAL GROUND
VARIABLE SLOPE
ORIGINAL GROUND 12' 12'
TYPICAL SECTION I-95
NBLSBL
-L- (I-95)LC
2018
56900 56900
4100
3600
1100 900
700 900
77400 81200
7100
5300
1500 3600
2500800
3600
5300
5200
300
TRAFFIC DIAGRAM
ADT2040
2018 -Y1-POPE RD.
-Y1-POPE RD.
200
300
100
200
500
2018
56900 58200
19800
15500
3400 4500
1700 1900
27400
19800
33002600
6000 750081200 83400
ADT2040
TRAFFIC DIAGRAM
-Y2-US 421
-Y2-US 421
2018
19000
19800
800 400
300 1700
23000
24100
1900700
1000 500
S. SAMPSON AVE.-Y25-
S. SAMPSON AVE.-Y25-
24001400 1900 400
300 100
100400
2100 500700
-Y25A-E. BROAD ST.
-Y25A-E. BROAD ST.
S. SAMPSON AVE.
1100
3000
2100 2800
3500
900
1400
DESIG
N
PU
BLIC
ME
ETIN
G
MA
P
JO
HN
ST
ON
CO
UN
TIES
CU
MB
ER
LA
ND, H
AR
NE
TT, A
ND
S.T.I.P. N
O. I-5986
DESIGN PUBLIC MEETING MAP
JOHNSTON COUNTIESCUMBERLAND, HARNETT, AND
S.T.I.P. NO. I-5986
DESIG
N
PU
BLIC
ME
ETIN
G
MA
P
JO
HN
ST
ON
CO
UN
TIES
CU
MB
ER
LA
ND, H
AR
NE
TT, A
ND
S.T.I.P. N
O. I-5986
RO
LL 9 O
F 16
(EXIT 56)
TO I-40 (E
XIT 81)
I-95 F
RO
M I-95 B
USIN
ESS/ U
S 301
ROLL 9 OF 16
(EXIT 56) TO I-40 (EXIT 81)I-95 FROM I-95 BUSINESS/ US 301
RO
LL 9 O
F 16
(EXIT 56)
TO I-40 (E
XIT 81)
I-95 F
RO
M I-95 B
USIN
ESS/ U
S 301
0.0250.025
END CONSTRUCTION
-SR9- POT STA. 93+04.22
-SR9A- POT STA. 10+00.00
BEGIN CONSTRUCTION
-SR9A- POT STA. 27+61.47
END CONSTRUCTION
-Y14- POC STA. 15+75.00
BEGIN CONSTRUCTION
-DR1- POT STA. 10+00.00
BEGIN CONSTRUCTION
-DR1- POT STA. 14+60.03
END CONSTRUCTION
-Y14- POT STA. 44+25.00
END CONSTRUCTION
-Y24- POT STA. 69+53.13
END CONSTRUCTION
-Y15- POT STA. 15+00.00
BEGIN CONSTRUCTION
-SR11- POT STA. 10+50.00
BEGIN CONSTRUCTION
-Y15- POC STA. 49+30.00
END CONSTRUCTION
AB
C
D
AB
CD
UTILITY EASEMENT
30' UTILITY EASEMENT
60' ROAD EASEMENT
20' UTILITY EASEMENT
20' U
TIL. ESM
T.
20' UTIL. ESMT.
20' UTIL. ESMT.
20' UTIL. ESMT.
20' UTIL. ESMT.
UTIL. ESMT.
EGRESS ESMT.
25' INGRESS/
260'
EX. R
W
60'
RW
EX.
150'
100'
EX. R
W
EX. RW
60'
RW
EX.
60'
RWEX.
ROBERT F. DIXON
JAMES E. WILSON, JR.
JAMES E. WILSON, JR.
SIDNEY R. DORMAN
BOBBY S. JERNIGAN
CARL E. FITCHETT, JR.
LISA B. FITCHETT
RAWLINGS NOVELLA POPE DISHA HOSPITALITY. LLC
RAWLINGS NOVELLA POPE
JESSIE ANNA WALKER
RAWLINGS NOVELLA POPE
KAM LEASING, LLC
EMANUEL, SRRANDY B.
SIDNEY R. DORMAN
JESSIE ANNA WALKER
MUNISHREE LLC
MUNISHREE LLC
ONH PROPERTIES, LLC
MARY E. RATLIFF
JAMES W. KENNEDY
WHOLE ARMOR MINISTRIES, INC
BILLY N TART
WA
ND
A
HU
DSO
N
BILLY N
TART
& RAFEAL
MEJI-NIE
TO
CO
URTN
EY E STA
RIN
G
WALTER L S
MIT
H
LU
LA
M
WIL
LIA
MS
ARCHIE G. JERNIGAN
ELWYN B. DUDLEY
BOBBY S. WILLIAMS
SURESH PATEL
OF ALCOHOLICDUNN BOARD
I-MART, LLC
PROPETIES LLCBARBARA B
BILLY TART
JONATHON S. JOHNSON
BILLY L. WEBB
FLAGSTONE PROPERTIES, LLC
DUNN HOSPITALITY VENTURES
CHURCH OF DUNN2ND BAPTIST
CIRCLE ENTERPRISES
NEELAY, LLC
CIR
CLE E
NTE
RPRISE
S
MCRT3 DUNN LLC
CIRCLE ENTERPRISES
CIRCLE ENTERPRISES
MCRT3 DUNN LLC
FIDELITY BANK
TROY D. BEASLEY
ANNIE MAE TART
LLCPROPERTIES,
DAHIR
PREMIER HOSPITALITY, LLC
AVA BELL
BROWNMAE H.
JAMES D. MCNEIL
CLEMMON D. ARTIS
HARRY C. JACKSON
STRICKLANDJANICE M.
JOHN M. ROBERSON
CHANCE, SR.MARVIN J.
CHANCE, SR.MARVIN J.
EARL W. JONES
EARL W. JONES
DYLAN HOTEL, LLC
DYLAN HOTEL, LLC
DYLAN HOTEL, LLC
GUY R. BERETICH
GUY R. BERETICH
UN
KN
OW
N
CARPENTERJIM T. BERETICH
GUY R.
STE
WA
RT, JR
.H
UG
HIE
M.
BLACKMANLINDA G.
SUSAN E. TART, INC
SUSAN E. TART, INC
GRANVILLE TILGHMAN
GRANVILLE TILGHMAN
GRANVILLE TILGHMAN
GRANVILLE TILGHMAN
GRANVILLE TILGHMAN
ENEARE W. COLLIONS
ROBERT F. BLEECKER, LLC
ROBERT F. BLEECKER, LLC
CASPER ROAD, LLC
BOBBIE D. BUTLERDEAN C. PARKER
DEMAI PROPERTIES II, LLC
CASPER ROAD, LLC
CASPER ROAD, LLC
BILLY TART
JESSIE CASPER, LLC
HOLDINGS, LLCJS INVESTMENT
CASPER ROAD, LLC
DEMAI PROPERTIES II, LLC
DEMAI PROPERTIES II, LLC
JESSIE ANNA WALKER
DUNN COMMERCE PARK, LLC
WINCOR PROPERTIES, LLC
CABRERAKILVET A.
TARTHOWARD L.
JACKSONMILLARD
CITY OF DUNN
MARK J. WILKINS
BEN G. BEST
JOH
NSO
N
BYRO
N
N.
JAD
E H
OBSO
N
HO
BSO
N
&
ALEXIS
BRA
ND
Y RA
ND
OLPH
BEGIN CONSTRUCTION
-SR18- POT STA. 10+00.00
-SR18- POT STA. 25+35.10
END CONSTRUCTION
&
LIG
HT
CA
RO
LIN
A P
OW
ER
JONESEARL W.
BLACKMAN
LINDA G.
-Y25A- POT STA. 15+98.12
END CONSTRUCTION
BEGIN CONSTRUCTION
-DR10- POT STA. 10+00.00
-DR10- POC STA. 12+00.00
END CONSTRUCTION
-Y15- POT STA. 15+
00.00BEGIN
CONSTRUCTION
WILCOHESS, LLC
SUSAN S. STEWART
SUSAN S. STEWART
KINGSALEASE M.
HEIRSMONDS,AGENES
POPEMACK D.
CHURCHSTAR
EVENING
OMPANY, INCWAYNE OIL
POPEDEVAUGHN
MACK
-Y25- POT STA. 14+50.03
END CONSTRUCTION
BEGIN CONSTRUCTION
-Y25A- POT STA. 10+84.53
-Y25A- POT STA. 15+98.12
END CONSTRUCTION
BEGIN CONSTRUCTION
-Y25- POT STA. 10+43.34
FAMILY PROPERTIESHADDOCK
BRE
WIN
GTO
N, JR.
CAESA
R A.
421
421
INTERSTATE
95
INTERSTATE
95
421
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