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