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

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

CA

CA

CA

CA

C

A

C

AC

A

CA

CA

CA

C

A

DUNN CITY LIMITS

20+0025+00

30+0035+00

40+00

25+0030+00

35+00

40+00

10+00

15+00

20+00

25+00

30+00

10+00

15+00

10+00

10+00

15+00

20+00

25+00

30+00

35+00

40+00

45+0

0

50+0

0

55+0

0

10+00

15+00

20+00

25+00

10+00

15+00

20+00

25+00

205+00210+00

215+00

220+00

225+00

230+00

235+00

240+00

245+00

250+00

255+00

260+00

265+00

270+00

$$$$$$

SY

STIM

E$$$$$

$$$$$$$$$$$$$$$$

DG

N$$$$$$$$$$$$$$$$

$$$$

US

ER

NA

ME$$$$

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

MA

TC

H

LIN

E TO

SH

EET 1

2020

2040

BUILDINGS

PROPOSED TRAFFIC SIGNAL

C

C

C

F

CF

F

F

FC

F

F C

FC

C

C

C

C

C

C

F

C

C C

C

C C

F

F

F

F

C

F

CC

C

C

C

C

CC

C

F

CC

F

F

CF

F

C

F

F

C

F

C

FC

C

C

CC

C

C

C

C

CC

F

C

C

CC

C

C

C

C

C

F

F

F

C

C

F

F C

C

F

C

CC

C

CF

F

F

FC

C

C

F

C

C

C

C FF F

C C

CF

F CC C

C

CF

F

F

FC

CCCC

F

F

F

TO NC 50

-L- POT STA. 253+25.57

DU

NN

CIT

Y

LIM

ITS

DUNN HOSPITALITY VENTURES

CEMETERY

MCRT3 DUNN LLC

MCRT3 DUNN LLC

CIRCLE ENTERPRISES

CIRCLE ENTERPRISES

SUSAN S. STEWART

ANNIE MAE TART

HARRY C. JACKSON

JAMES D. MCNEIL

MARK J. WILKINS

BEN G. BEST

GUY R. BERETICH

UNKNOWN

CAROLINA POWER & LIGHT

CAROLINA POWER & LIGHT

EARL W. JONESLINDA G. BLACKMAN

CAROLINA EASTERN

CASPER ROAD, LLC

CASPER ROAD, LLC

CASPER ROAD, LLC

JESSIE CASPER, LLC

BILLY TART

DEMAI PROPERTIES II, LLC

CASPER ROAD, LLC

ROBERT F. BLEECKER, LLC

BOBBIE D. BUTLERDEAN C. PARKER

ENEARE W. COLLIONS

FRANKLIN S. BAREFOOT

ROBERT F. BLEECKER, LLC

JACKIE N. BYRD

ARCHIE G. JERNIGAN

BOBBY S. WILLIAMS

DUNN BOARD OF ALCOHOLIC

2ND BAPTIST CHURCH OF DUNN

CIRCLE ENTERPRISES

GRANVILLE TILGHMAN

CIRCLE ENTERPRISES

JONATHON S. JOHNSON

BILLY L. WEBB

MACK D. POPE

WAYNE OIL OMPANY, INC

TROY D. BEASLEY

JOHN M. ROBERSON

EARL W. JONES

EARL W. JONES

EARL W. JONES

KINGSALEASE M.

CHURCHEVENING STAR

BERETICHGUY R.CARPENTER

JIM T.

STONEY RUN PROPERTIES, LLC.

STRICKLANDJANICE M.

HOSPITALITY, LLCPREMIER

TILGHMANGRANVILLE

GRANVILLE TILGHMAN

GRANVILLE TILGHMAN

GRANVILLE TILGHMAN

STEWART, JR.HUGHIE M.

BROWNMAE H.

ELWYN B. DUDLEY

NEELAY, LLC

FIDELITY BANK

AVA BELL

CHANCE, SR.MARVIN J.

CHANCE, SR.MARVIN J.

DYLAN HOTEL, LLC

CYNTHIA L. HARDISONMICHAEL A. WOOD

STONEY RUN PROPERTIES, LLC.

SUSAN E. TART, INC

SUSAN E. TART, INC

FAMILY PROPERTIESHADDOCK

HOLDINGS, LLCJS INVESTMENT

BLACKMANLINDA G.

PROPERTIES, LLCSTONEY RUN

CHANCE, SR.MARVIN J.

HOTEL, LLCDYLAN

LLCPROPERTIES,

DAHIR

HEIRSMONDS,AGENES

JR. BREWINGTON,

CAESAR A.

JOHNSONBYRON N.

JERNIGANARCHIE G.

HOTEL, LLCDYLAN

ARTISCLEMMON D.

STEWARTSUSAN S.

EX. R

W

260'

PROPERTY

HISTORIC

END TIP PROJECT I-5878

-Y2- U

S 421

-SE

RV5- ST

ON

EY

RU

N

DRIV

E

-SERV6- J&J LANE

DUNN CI

TY LI

MITS

DU

NN

CIT

Y LIM

ITS

DU

NN

CIT

Y

LIM

ITS

PROPERTY

HISTORIC

A

B

C

D

PROPERTY

HISTORIC

POTENTIAL

END CONSTRUCTION

-Y2- POT STA. 49+30.00

BEGIN CONSTRUCTION

-Y2- POT STA. 15+00.00

BEGIN CONSTRUCTION

-SERV5- POT STA. 11+20.00

END CONSTRUCTION

-SERV5- POT STA. 29+50.20

PR

OJE

CT 53078.1.1 (I-5878)

F. A. P

ROJE

CT

NH

P-0095(0

07)7

3

RO

LL 2 O

F 2

HA

RN

ET

T

CO

UN

TY

DESIG

N

PU

BLIC

ME

ETIN

G

MA

P

PR

OJE

CT 53078.1.1 (I-5878)

RO

LL 2 O

F 2

HA

RN

ET

T

CO

UN

TY

F. A. P

ROJE

CT

NH

P-0095(0

07)7

3

DESIG

N

PU

BLIC

ME

ETIN

G

MA

P

PROJECT 53078.1.1 (I-5878)

F. A. PROJECT NHP-0095(007)73

ROLL 2 OF 2

HARNETT COUNTY

DESIGN PUBLIC MEETING MAP

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

WLB

SR

1793 (S

PRIN

G

BR

AN

CH/P

OP

E

RO

AD, E

XIT 72)

(E

CU

MB

ER

LA

ND

ST

RE

ET, E

XIT 73)

AN

D

IM

PR

OV

E I-95 IN

TE

RC

HA

NG

ES

AT

US 421

SR 1793 (SPRING BRANCH/POPE ROAD, EXIT 72)

(E CUMBERLAND STREET, EXIT 73) AND

IMPROVE I-95 INTERCHANGES AT US 421

SR

1793 (S

PRIN

G

BR

AN

CH/P

OP

E

RO

AD, E

XIT 72)

(E

CU

MB

ER

LA

ND

ST

RE

ET, E

XIT 73)

AN

D

IM

PR

OV

E I-95 IN

TE

RC

HA

NG

ES

AT

US 421

RAMPS

ORIGINAL GROUND

ORIGINAL GROUND

GRADE TO THIS LINE

6:1 6:1

18' 6'

4'

FDPS

10'4'

L

POINT

GRADE

0.08

ORIGINAL GROUND

6:14:1

4'

FDPS

(3:1 M

AX)

VAR. SLO

PE

FO

R FIL

LS

HIN

GE P

OIN

T

FO

R C

UTS

HIN

GE P

OIN

T

30' 12' 12'

15' W/GR

14'

??'

3:1 M

AX

17' W/GR

0.020.04 0.02 0.02

(TYP.)

6"

C

TYPICAL SECTION RAMPS

ORIGINAL GROUND

ORIGINAL GROUND

GRADE

POINT

GRADE TO THIS LINE

ORIGINAL GROUND

ORIGINAL GROUND

2'

R2

6"

0.020

??'

10' 2' 10'

6"

0.020

0' - 16'VARIES

0.020 0.020 0.020 0.020

VARIES 24' TO 36' VARIES 12' TO 24'

VARIES 24' TO 36' VARIES 24' TO 36'

VAR. 0' - 4' VAR. 0' - 4'

MA

TC

HLIN

E

MA

TC

HLIN

E

-Y- LINESLC

TYPICAL SECTION -Y- LINES

-Y- LINES

0'-30'

VAR.

TYPICAL SECTION I-95 SBL

L

6:1

18'

FDPS

POINT

GRADE

0.08

GRADE TO THIS LINE

4:1

6:1

6'10'

ORIGINAL GROUND

ORIGINAL GROUND

12'12'

FDPS

4' 2'

L

FO

R FIL

LS

HIN

GE P

OIN

T

12'14'

17' W/GR

??'

0.020.02

(3:1 M

AX)

VAR. SLO

PE

FO

R C

UTS

HIN

GE P

OIN

T

0'-4'

VAR.

0.02 VAR. EXIST EXISTEXISTEXIST

EXIST

VAR. 4'-10'

C

SBL

15'

9'

6"

-L- (I-95)C

6:1 6:1

18' 6'

4'

FDPS

10'

POINT

GRADE

0.08

ORIGINAL GROUND

4:1

4'

FDPS

0.08

ORIGINAL GROUND

ORIGINAL GROUND

6:1

GRADE TO THIS LINE

(3:1 M

AX)

VAR. SLO

PE

FO

R C

UTS

HIN

GE P

OIN

T

12'

??'

0.02 0.02

(TYP.)

6"

12'

0.02 0.02

30'

3:1 M

AX

FO

R FIL

LS

HIN

GE P

OIN

T

14'*

12'**

14'*

12'**

TYPICAL SECTION SERVICE ROADS

LC SERVICE ROADS

**SHOULDER W/ GR 15'

*SHOULDER W/ GR 17'

GRADE TO THIS LINE

6:1 6:1

18' 6'

FDPS

10'

POINT

GRADE

0.08

ORIGINAL GROUND

4:1

(3:1 M

AX)

VAR. SLO

PE

FO

R FIL

LS

HIN

GE P

OIN

T

FO

R C

UTS

HIN

GE P

OIN

T

12' 14'

??'

17' W/GR

0.02 0.02 0.02

0'-4'

VAR.

VAR.

VAR. 4' TO 10'

6"

12'

EXIST

0'-30'

VAR.

L

12'

FDPS

4'2'

EXIST

EXISTEXIST EXIST

NBL9'

L15'

C -Y- LINES-L- (I-95)C

TYPICAL SECTION I-95 NBL

57200

72900

58600

74600

I-95-L-

I-95-L-

3300

3900

4600

5500

1900

24002300

1800

2020ADT

2040

TRAFFIC DIAGRAM

-Y2-US 421

21000

24300

16800

-Y2-US 421

19600

NAD 83 N

A 20

11

VARIABLE SLOPE

VARIABLE SLOPE

VARIABLE SLOPE

VAR. 3:1 M

AX

VAR. 3:1 MAX

VAR. 3:1 MAX

VAR. 3:1 M

AX

VARIABLE SLOPE

VARIABLE SLOPE

VARIABLE SLOPE

EXISTGRADE

EXISTGRADE

INTERSTATE95

INTERSTATE

95