LEGEND

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

100' 0' 100' 200'

50'

EXISTING RAILROAD RIGHT OF WAY

EXISTING RIGHT OF WAY

BUILDINGS

CEMETERY

LAKES, RIVERS, STREAMS, AND PONDS

PROPOSED RIGHT OF WAY

LEGEND

100' 0' 100' 200'

50'

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

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACED

EXISTING ROADWAY TO BE REMOVED

EXISTING RAILROAD

PROPOSED FUTURE ROADWAY

0000

0000 PRESENT ADT

FUTURE ADT

PROPERTY LINES

PROPOSED STRUCTURES, ISLAND, SIDEWALK,

RAISED MEDIAN, CURB AND GUTTER

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

EXISTING UTILITY EASEMENT

AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,

PROPOSED CONTROL OF ACCESSC

A

EXISTING ROADWAY

PROPOSED TRAFFIC SIGNAL

EXISTING RAILROAD RIGHT OF WAY

EXISTING RIGHT OF WAY

BUILDINGS

CEMETERY

LAKES, RIVERS, STREAMS, AND PONDS

PROPOSED RIGHT OF WAY

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACED

EXISTING ROADWAY TO BE REMOVED

EXISTING RAILROAD

PROPOSED FUTURE ROADWAY

0000

0000 PRESENT ADT

FUTURE ADT

PROPERTY LINES

PROPOSED STRUCTURES, ISLAND, SIDEWALK,

RAISED MEDIAN, CURB AND GUTTER

EXISTING UTILITY EASEMENT

AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,

PROPOSED CONTROL OF ACCESSC

A

EXISTING ROADWAY

PROPOSED TRAFFIC SIGNAL

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

CONNECTIONS ALLOWED. CROSS-STREETS ARE GRADE-SEPERATED. NO PRIVATE DRIVEWAY A FACILITY PROVIDED ONLY VIA RAMPS AT INTERCHANGES. ALLFULL CONTROL OF ACCESS IS DEFINED AS A CONNECTION TO

CONNECTIONS ALLOWED. CROSS-STREETS ARE GRADE-SEPERATED. NO PRIVATE DRIVEWAY A FACILITY PROVIDED ONLY VIA RAMPS AT INTERCHANGES. ALLFULL CONTROL OF ACCESS IS DEFINED AS A CONNECTION TO

FULL CONTROL OF ACCESS

FULL CONTROL OF ACCESS

SEE

NO

TE IN S

UR

VE

Y

REP

ORT

PUBLIC MEETING MAP

PU

BLIC

ME

ETIN

G

MA

PP

UB

LIC

ME

ETIN

G

MA

PTIP

NO. 5

015

8.1.1 (U

-5707)

TIP NO. 50158.1.1 (U-5707)

TIP

NO. 5015

8.1.1 (

U-5707)

HOKE COUNTY

HO

KE

CO

UN

TY

HO

KE

CO

UN

TY

APRIL 2019

AP

RIL 2019

AP

RIL 2019

DESIGN DATA

SCALE

8%=Max. Superelev.

= 50 mphDesign Speed

Collector=Functional Class.

SCALE

DESIGN DATA

8%=Max. Superelev.

= 50 mphDesign Speed

Collector=Functional Class.

AERIAL DATA

FLIGHT DATE: JANUARY 2017

FLIGHT #: M8091

AERIAL DATA

FLIGHT DATE: JANUARY 2017

FLIGHT #: M8091

C

F

F

F

F

F

F

F

F

F

F

F

F

C

C

C

C

CC

C

F

C

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

C

C

C

C

C

C

C

C

C

C

C

C

C

C

F

F

F

F

F

F

F

F

F

F

F

F

F

F

FF

F

F

CC

C

F

C

C

C

C

C

C

F

F

F

F

F

F

F

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

C

C

C

C

C

CC

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

F

F

F

F

F

F

F

F

F

C

C

F

T. FOXPAUL

MAC

DO

NALD

A.

CO

REY

NEGRONCARLOS A.

ESTRADAJEREMY M.

CHRISTENSONJEFFERY

JONESTAVIER

DIONISIO

DIXONDALERICKY

INC.

CO

NTRA

CTIN

G,

MC

MILLA

N

WELTONRITA PEREZ

TIERNEYCOLIN P.

BUNNTARA

THOMANFREDERICK

WILLIAM

BUNNTARA J.

CANTRELLTHIERA LATAI

MENDOZAJULIO

FLORESERIC J. ERIS

WILLIAM

WALTONALLISON

FO

RD

CH

RIS

TO

PH

ER

PARKERJIMMY R.

ALIMIKAL

SCHMIDTWALTERWILLIAM

ET UXMOLLOY,

STEVE

SMITHTHERESASTORY

JAMES

TEXEIRAMICHAEL

CERROJOSEPH

GOMESDANNY

WILLIAM F. SCHULTZ

GODOF

CHURCHROCKFISH

HAWLEYPIERCE

GANESH CORP.SHREE

D'ANTONISTEPHEN R.

2, LLCPROPERTIESJT DOOLEY

SHEPLEYJOHN

SHEPLEYDOROTHY

STEVENSELLEN J.

MARTINE.

RAYMONDD. B

AR

NES

RIC

HA

RD

LLCMANAGEMENT,

PROPERTY GUERRERO

COLEMANERNEST T.

FORDCHRISTOPHER

D. BRIGHTGEOFFREY

M. LEONLYNETTE

PARKERMANDI L.

FORTNERMARTY

FORTNERMARTY

MOSSPAUL

TATUM, JRELVIN T.

CORP.ROCKFISH

JRBEASLEY,WILSON

ERVIN

WOODCOOK

BUILDERS, LLCGUERRERO

CORPORATIONROCKFISH

HAWKESDENNIS ALLEN

ATWOODPATRICIA

ENGLISHJUDY RAE

INCAUTOMOTIVE,

SHEPLEY

CHURCHBAPTIST

TABERNACLE

CEMETARYCHURCHBAPTIST

TABERNACLE

GEORGE H. ARMSTRONG REV. TRUST

CAROLYN RIDDLE ARMSTRONG REV. TRUST

ATTN: TERRY SMITH

R & D THIEL INC

ECHOHAWKSTANLEYEDWARD

CENTERCULTURAL

INDIANHAWKEYE

PAUL EDWIN BARNES

SANDRA G BARNES

SMULANDERIN

GORDONMATTHEW

BROWNE JRLAWRENCEMICAHEL

KATIE J VERGES

BRIAN VERGES

WADE K WAHL

ATTN: TERRY SMITH

R & D THIEL INC

WILLIAM BROWN

JACONA VAUGHAN

JACONA VAUGHAN

WILLIAM BROWNWRIGHT, SRTHOMAS F

NELSON, JRLAWRENCE

DAVID

NELSON, JRLAWRENCE

DAVID

HAWKESDENNIS ALLEN

BROCK, JREDDIE TBROCK

JAMES HAROLD

BUNDYTHOMAS

BUN

DY

JOH

N

BROCK, JREDDIE T

B & C MINI STORAGE INC

NOW, LLCRIGHT TURN

BROCKHAROLDJAMES

B & M OF BINGHAM, INCCOMPANY

TELEG

RAPH

TELEPH

ONE &CARO

LINA

CARYANN BOSTIC

CARYANN BOSTIC

JAMES HAROLD BROCK

GUERRERORENE

GU

ERRER

O

RE

NE

MARSHALL C RAY

DIANE RAY MILLER

GUERREROKAY

SHREE GANESH CORPORATION

GADDISAUBREY E.

PARKERELLEN

GADDISAUBREY E.

SHIPLEYCLYDE D.

SHIPLEYCLYDE D.

WRIGHTKATHY

WRIGHTFRANK R

BAUCOMCODI

WRIGHTFRANK R

HOKECOUNTY OF

AUTRYANN

SARAH

GRIMSLEYCYNTHIA

PARKERELLEN

CAMPBELLMARION

DUNNLOREN

ALLENRONALD

PARKERELLEN

OSTAPIEJCHRISTOPHER

OSTAPIEJCHRISTOPHER

PARKERELLEN

ROOKSCHARLES

ROOKSCHARLES

CARTERMARK

CARTERMARK

DESJA

RDIN

S

SELI

NA

DANIELSSHERRY

PREVATTELINDA

BREHMJOHNNY

LANGHORNEEDMUND

LANGHORNEEDMUND

MENDESCESAREO

YOUNGWILLIAM

OSTAPIEJCHRISTOPHER

HOWARDKATHLEEN

MCMILLANMARKEL

DROTARSTEPHAN

ODOMSHERRY

BERRYOSCAR

MARTIN A. FORTNER

ORMSBEERICHARD

DUBREUILJAMES M.

ORMSBEERICHARD

MGT, LLCPROPERTY

GUERRERO

SMITHROBIN

DAVISSOPHIA

KILBOURNELISA

BUNDYBRIAN R.

HARVEYDAVID K.

BOWERS, JR.CHARLES E.

MO

NSO

UR

THO

MAS

WILLIAM F. SCHULTZ

ELLEN PARKER

PAGEWILLARD

INGLECHRIS

USA / VA

WALTERBRIAN

WALTERBRIAN

ROBBINSHARRIET

HOKE

COUNTY OF

CARY

ANN

HUNNINGSDAVID

GALEMARTIN

ATKIN

SO

N

GABRIE

LLE

KITYNSKYRICHARD

FORBESDEWAYNE

TERRY

TALLEY

DO

NALD

JAM

ES

DU

MA

ND

AN

DE

NNIS

SA

DO

WS

KI

AN

GELA

COUNTY OF HOKE

AR

OSTE

QUI

ALI

HOKECOUNTY OF

MARINEZSTACI D.

MARINEZSTACI

BECHARDERIC

SOUZAFRANK

MELTONTYLER

LIGGETTMATTHEW

O'NEALCASTILLALIZ DEL

MCLAUGHLINMIRANDA

WILMOTCOLTON

REVARDJAMES

LEMEREMARC

MOODYHENRY

DANIELSDARRELL

SHELTONKIMBERLY

SWINTONPATTY

MOOREPHILLIP

BURNSGERALD

SPANNGARY

-DOEBELEDEMIDOVOKSANA

NICHOLSDONALD

DUMASTANISHA

KELLERKELLIE

TH

OM

PS

ON

MELIS

SA

SA

ND

T

CH

RIS

TO

PH

ER

JOH

NSO

N

ALF

RED

SMITHCURTIS

CULBRETHBRANDON

SPENCEFRANK

KELLEYSCOTT

THERESA HALEY

MCMILLANNORMAN

HARVEYWADDELL

ANDERSONRAYMOND

RIDDLE, IIIJOSEPH P

HALEYELIZABETH

CULP

JAMES H

JR.BULLARD,

JAMESHUGH

FORTNERSTEPHANIE

BROCKHAROLD

JAMES

DEV. INCCOMMERCIAL

CRA

BROCKHAROLD

JAMES

C

A

CA

A

C

A

C

A

C

A

C

A

C

AC

CA

A

C

15

20

25

30

35

40

50

55

60

65

70

75

80

85

90

45

PI Sta 12+03.49

D

L = 332.61'

T = 166.36'

R = 5,420.00'

PI Sta 18+66.39

D

L = 895.70'

T = 496.65'

R = 833.00'

PI Sta 36+54.37

D

L = 1,416.41'

T = 738.10'

R = 2,040.00'

PI Sta 54+89.30

D

L = 1,835.40'

T = 1,156.62'

R = 1,190.00'

PI Sta 71+01.88

D

L = 1,831.69'

T = 933.80'

R = 3,820.00'

PI Sta 84+58.86

D

L = 903.14'

T = 459.10'

R = 2,040.00'

-Y1- CURVE DATA

PI Sta 12+36.35

L = 444.93'

T = 236.35'

R = 533.00'

D

-Y2- CURVE DATA

PI Sta 22+54.77

D

L = 463.68'

T = 232.01'

R = 4,950.00'

-Y2RPA- CURVE DATA

PI Sta 15+74.18

D

L = 310.99'

T = 190.21'

R = 214.00'

PI Sta 11+92.68

D

L = 383.97'

T = 192.68'

R = 1,840.00'

-Y2RPD- CURVE DATA

PI Sta 12+76.87

L = 550.95'

T = 276.87'

R = 2,240.00'

D

PI Sta 17+62.22

L = 333.40'

R = 214.00'

T = 211.27'

D

-Y3B- CURVE DATA

PI Sta 12+80.77

D

L = 379.52'

T = 193.18'

R = 825.00'

-Y4- CURVE DATA

PI Sta 14+59.23

D

L = 358.33'

T = 180.77'

R = 1,100.00'

-Y5- CURVE DATA

PI Sta 10+33.72

D

L = 17.45'

T = 8.72'

R = 1,000.00'

PI Sta 12+13.20

D

L = 170.40'

T = 85.21'

R = 5,000.00'

PI Sta 15+12.73

D

L = 147.77'

T = 76.11'

R = 250.00'

-L- PC Sta. 10+37.13

-L- PRC Sta. 13+69.74

-L- PT Sta. 22+65.44

-L- PC Sta. 29+16.27

-Y2RPD- PT Sta. 18+84.35

-Y2RPA- PT Sta. 16+94.96

-Y2RPD- PCC Sta. 15+50.95

-Y2RPA- PRC Sta. 13+83.97

-Y2- PC Sta. 20+22.77

-Y2- PT Sta. 24+86.44

-Y2RPA- PC Sta. 10+00.00

-Y2RPD- PC Sta. 10+00.00

-Y2- POT Sta. 10+00.00

-L- PCC Sta. 43+32.68

-L- PRC Sta. 61+68.08

-L- PRC Sta. 79+99.77

-L- PT Sta. 89+02.91

-L- CURVE DATA

GIL

LIS HIL

L R

D.

GILLIS H

ILL RD.

PHILLIPI C

HURC

H RD.

RO

CKFIS

H

RD.

LINDSA

Y RD.

STEE

PLE

RUN

DR.

ROCKFISH RD.

LINDSAY RD.

EULON LOOP

WHITE PIN

E DR.

WESTFIE

LD

DR.

EASTFIE

LD

DR.

SA

ND

Y B

OTTO

M

LN.

WIN

DY PIN

ES C

T.

WA

LTER

DR.

WALTER D

R.

BA

REFO

OT R

D.

LIVE OAK D

R.

LITTLE RO

CK D

R.

RO

CKFIS

H

RD.

TIE TO U-5857

BEGIN PROJECT U-5707

TIE TO U-5798B

END PROJECT U-5707

-L-

-L-

-Y2-

-Y2RPA-

-Y2RPD-

-Y3-

-Y4-

-Y6-

TRAFFIC VOLUME DATA

20402019

800450

600330

200110

500230

300210

800450

16,4008,500

16,2008,300

HILL RD.

GILLIS

HILL RD.

GILLIS

DR.

STEEPLE RUN

DR.

STEEPLE RUN

TRAFFIC VOLUME DATA

20402019

4,700N/A

4,400N/A

300N/A

200N/A

100N/A

300N/A

20,400N/A

16,400N/A

HILL RD.

GILLIS

HILL RD.

GILLIS

LINDSAY RD.

LINDSAY RD.

TRAFFIC VOLUME DATA

20402019

19,700N/A

10,800N/A

8,500N/A

600N/A

600N/A

1,600N/A

22,400N/A

20,100N/A

HILL RD.

GILLIS

HILL RD.

GILLIS

CHURCH RD.

PHILLIPI

CHURCH RD.

PHILLIPI

TO CAMDEN

RD.

TO

US 401

TRAFFIC VOLUME DATA

20402019

13,600N/A

6,200N/A

6,000N/A

1,100N/A

600N/A

3,100N/A

20,100N/A

20,400N/A

HILL RD.

GILLIS

HILL RD.

GILLIS

RD.

ROCKFISH

RD.

ROCKFISH

ABERD

EEN

& RO

CKFISH

RAILRO

AD

-Y1-

FIRE STATIONROCKFISH

MOTORSPORTSROCKFISH

TO

KO

ON

CE R

D.

TO

KOO

NCE RD

.

AT ROCKFISHCHURCH OF GOD

CHURCHBAPTIST

TABERNACLE

TECHNOLOGIES, INC.POLYMER

TIE TO U-5858

AMERICACONTRACTORS-

CARPENTER

LUM

BER

RIVE

R EM

C PO

WER

TO ROCKFISH RD.

FROM BEGIN PROJECT

RAILROAD

ABERDEEN & ROCKFISH

BRIDGE CROSSING

TO END PROJECT

FROM ROCKFISH RD.

-Y3-

TO

SR

1418 (LIN

DS

AY

RD.)

SR

1406 (R

OC

KFIS

H

RD.)

GIL

LIS

HIL

L

RO

AD

EX

TE

NSIO

N

CO

NC

EP

T 1:

TO

SR

1418 (LIN

DS

AY

RD.)

SR

1406 (R

OC

KFIS

H

RD.)

GIL

LIS

HIL

L

RO

AD

EX

TE

NSIO

N

CO

NC

EP

T 1:

TO SR 1418 (LINDSAY RD.)

SR 1406 (ROCKFISH RD.)

GILLIS HILL ROAD EXTENSION

CONCEPT 1