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

10+

00

10+

00

10+

00

10+

00

10+

00

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

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

F

F

F

F

F

F

F

F

F

F

FF

F

F

F

F

F

C

C

C

C

C

C

F

C

F

F

F

F

C

C

C

C

C

C

C

CF

F

F

F

F

F

F

F

F

F

F

F

F

F

F

C

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

C

C

C

C

C

F

F

C

C

F

F

C

CF

F

F

F

F

F

F

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

CC

F

F

F

F

F

F

F

F

C

C

C

C

C

C

F

F

FF

C

C

75

70

65

60

5550

45

40

35

30

25

20

15

1010

15

20

25

30

10

15

20

25

25

-L- PC Sta. 10+00.00

-L- PT Sta. 17+19.38

-L- PC Sta. 25+00.00

-L- PT Sta. 32+19.78

-Y3A- PT Sta. 24+46.07

-Y3A- PC Sta. 19+31.07

-Y3A- POT Sta. 10+00.00

-Y4- POT Sta. 10+00.00

-Y4- PC Sta. 11+27.02

-Y4A- PC Sta. 10+00.00

-Y4A- PT Sta. 13+33.80

-Y4- PRC Sta. 18+16.27

-Y4A- PC Sta. 18+52.79

-Y4- PT Sta. 31+23.09

-Y4A- PT Sta. 21+49.09

-Y4A- PT Sta. 23+90.23

-Y4A- PC Sta. 22+58.29

-Y4A- PC Sta. 25+50.55

-Y4A- PT Sta. 27+24.58

-Y4- PI Sta. 34+87.42

-L- PT Sta. 70+97.99

-L- POT Sta. 77+41.50

PI Sta 13+60.22

L = 719.38'

D

T = 360.22'

R = 5,420.00'

PI Sta 28+62.86

D

L = 719.78'

T = 362.86'

R = 2,300.00'

-L- CURVE DATA

PI Sta 59+70.88

L = 2,788.36'

T = 1,661.24'

R = 2,040.00'

D

R = 154.00'

T = 45.01'

L = 87.59'

PI Sta 11+32.70

D

PI Sta 21+88.76

L = 515.00'

T = 257.69'

R = 5,410.00'

D

-Y3A- CURVE DATA -Y3B- CURVE DATA

PI Sta 14+33.32

D

L = 182.32'

T = 103.55'

R = 154.00'

-Y3- CURVE DATA

PI Sta 15+62.91

L = 689.26'

T = 435.90'

R = 444.00'

D

PI Sta 25+92.02

L = 1,306.81'

T = 775.75'

R = 965.00'

D

-Y4- CURVE DATA

PI Sta 14+65.36

D

L = 147.77'

T = 76.11'

R = 250.00'

PI Sta 11+65.84

D

L = 170.40'

T = 85.21'

R = 5,000.00'

-Y7- CURVE DATA

R = 680.00'

T = 53.21'

L = 106.20'

PI Sta 10+53.21

D

-Y6- CURVE DATA

PI Sta 19+33.60

L = 515.07'

T = 274.61'

R = 600.00'

D

PI Sta 23+71.32

L = 261.05'

T = 197.26'

R = 134.00'

DD

L = 407.19'

T = 214.11'

R = 533.00'

PI Sta 14+11.16

-Y5- CURVE DATA

PI Sta 11+43.78

L = 149.83'

D

T = 75.63'

R = 444.00'

PI Sta 16+78.13

D

L = 142.12'

T = 71.39'

R = 600.00'

-Y4B- CURVE DATA

L = 131.94'

T = 70.33'

R = 154.00'

PI Sta 23+28.62

D

PI Sta 26+38.27

L = 174.03'

T = 87.72'

R = 560.00'

D

PI Sta 11+97.09

L = 333.80'

T = 197.09'

R = 250.00'

D

PI Sta 20+04.88

D

L = 296.30'

T = 152.09'

R = 533.00'

-Y4A- CURVE DATA

ROBBINSHARRIET

CARY

ANN

HO

KE

COUNTY O

F

WALTERBRIAN

WALTERBRIAN

USA / VA

INGLECHRIS

HUNNINGSDAVID

GALEMARTIN

KITYNSKYRICHARD

ATKIN

SON

GABRI

ELLE

FORBESDEWAYNE

TERRY

TALLEYDONALD

JAMES

SA

DO

WS

KI

AN

GELA

DU

MA

ND

AN

DE

NNIS

AR

OSTE

QUI

ALI LIGGETT

MATTHEWMELTON

TYLER

SOUZAFRANK

MARINEZSTACI D.

MARINEZSTACI

COUNTY OF HOKE

HOKECOUNTY OF

TECHNOLOGIES, INC.POLYMER

BECHARDERIC

O'NEALCASTILLALIZ DEL

MCLAUGHLINMIRANDA

WILMOTCOLTON

NICHOLSDONALD

DUMASTANISHASPENCE

FRANK

CULB

RETH

BRAN

DO

N

SMITHCURTIS

JOH

NSO

N

ALF

RED

SA

ND

TC

HRIS

TO

PH

ER

TH

OM

PS

ON

MELIS

SA

PAGEWILLARD

MONSOURTHOMAS

AUTRYANN

SARAH

GRIMSLEYCYNTHIA

WRIGHTFRANK R

BAUCOMCODI

WRIGHTFRANK R

WRIGHTKATHY

HOKECOUNTY OF

SHREE GANESH CORPORATION

PARKERELLEN

GADDISAUBREY E.

GADDISAUBREY E.

SHIPLE

Y

CLY

DE

D.

SHIPLEYCLYDE D.

DANIELSSHERRYD

ESJA

RDIN

S

SELI

NA

CARTERMARK

CARTERMARK

ROOKSCHARLES

ROOKSCHARLES

PARKERELLEN

CAMPBELLMARION

DUNNLOREN

ALLENRONALD

PARKERELLEN

LANG

HO

RNE

EDM

UN

D

LANG

HO

RNE

EDM

UN

D

PARKERELLEN

OSTAPIEJCHRISTOPHER

OSTAPIEJCHRISTOPHER

DUBREUILJAMES M.

ORMSBEERICHARD

HOWARDKATHLEEN

OSTAPIEJCHRISTOPHER

YOUNGWILLIAM

MENDESCESAREO

BREHMJOHNNY

ODOMSHERRY

DROTARSTEPHAN

MCMILLANMARKEL

ORMSBEERICHARD

MGT,

LLC

PROPE

RTY

GUERRE

RO

SMITHROBIN

DAVISSOPHIA

KILBO

URN

E

LISA

BERRYOSCAR

PREVATTELINDA

BUNDYBRIAN R.

HARVEYDAVID K.

BOWERS, JR.CHARLES E.

STEVENSELLEN J.

MARTINE.

RAYMOND

D. BARNESRICHARD

LLCMANAGEMENT,

PROPERTY GUERRERO

COLEMANERNEST T.

WILLIAM F. SCHULTZ

GOMESDANNY

MENDOZAJULIO

SMITHTHERESA

CANTRELLTHIERA LATAI

THOMANFREDERICK

WILLIAM

STORYJAMES

TEXEIRAMICHAEL

CERROJOSEPH

BUNNTARA J.

TIERNEYCOLIN P.

BUNNTARA

WELTONRITA PEREZ

INC.

CO

NTR

ACTIN

G,

MC

MILLA

N

DIXONDALERICKY

BULLARD, JR.JAMESHUGH

JONESTAVIER

DIONISIO

CHRISTENSONJEFFERY

T. FOXPAUL

MACDONALDA.

COREY

ESTRADAJEREMY M.

NEGRONCARLOS A. FLORES

ERIC

ET UXMOLLOY,

STEVE

J. ERISWILLIAM WALTON

ALLISON

FO

RD

CH

RIS

TO

PH

ER

PARKERJIMMY R.

ALIMIKAL

SCHMIDTWALTERWILLIAM

D'ANTONISTEPHEN R.

GANESH CORP.SHREE

HAWLEYPIERCE

GODOF

CHURCHROCKFISH

2, LLCPROPERTIESJT DOOLEY

SHEPLEYJOHN

SHEPLEYDOROTHY

D. BRIGHTGEOFFREY

FORDCHRISTOPHER

CORDEWALBERTO

ZAPPERALF

GALECHRISTOPHER

FORTNERMARTIN

LABUDAJEREMY

KUCHINMAKSIM

MOSSPAUL

TATUM, JRELVIN T.

M. LEONLYNETTE

PARKERMANDI L.

FORTNERD.

STEPHANIE

FORTNERMARTY

FORTNERMARTY

CORP.ROCKFISH

BROCKJESSIE

BROCKDANIEL

BROCKJESSIE

BROCKDANIEL

JRBEASLEY,WILSON

ERVIN

WOODCOOKBETTY

CHURCHBAPTIST

TABERNACLE

INCAUTOMOTIVE,

SHEPLEY

CE

META

RY

CH

URC

HB

APTIS

T

TA

BER

NA

CLE

GEORGE H. ARMSTRONG REV. TRUST

CAROLYN RIDDLE ARMSTRONG REV. TRUST

ATTN: TERRY SMITH

R & D THIEL INC

ATTN: TERRY SMITH

R & D THIEL INC

WADE K WAHL

KATIE J VERGES

BRIAN VERGES

BROWNE JRLAWRENCEMICAHELECHOHAWK

STANLEYEDWARD

CENTERCULTURAL

INDIANHAWKEYE

SMULANDERIN

GORDONMATTHEW

PAUL EDWIN BARNES

SANDRA G BARNES

JACONA VAUGHAN

WILLIAM BROWN

WILLIAM BROWN

JACONA VAUGHAN

WRIGHT, SRTHOMAS F

NELSON, JRLAWRENCE

DAVID

NELSON, JRLAWRENCE

DAVID

ENGLISHJUDY RAE

ATWOODPATRICIA

BROCK, JREDDIE T

BROCKJAMES HAROLD

BUILDERS, LLCGUERRERO

CORPORATIONROCKFISH

BUNDYJOHN

BUNDYTHOMAS

BROCK, JREDDIE T

DIANE RAY MILLER

MARSHALL C RAY

B & C MINI STORAGE INC

NOW, LLCRIGHT TURN

GUERREROKAY

GUERRERORENE

GUERRERORENE

TELEPH

ONE &

CAROLIN

A

COMPANY

TELEG

RAPH

B & M OF BINGHAM, INC

CARYANN BOSTIC

BROCKHAROLDJAMES

MOODYHENRY

SH

ELTO

N

KIM

BERLY

SWIN

TO

N

PA

TTY

MOOREPHILLIP

HAWKESALLENDENNIS

HAWKESALLEN

DENNIS

DEV. INCCOMMERCIAL

CRA

THERESA HALEY

MCMILLANNORMAN

ANDERSONRAYMOND

RIDDLE, IIIJOSEPH P

HALEYELIZABETH

COUNTYHOKE

HARVEYWADDELL

FORTNERMARTIN A.

BROCK

JAMES HAROLD

BROCKHAROLD

JAMES

BROCKHAROLD

JAMES

H CULP

JAMES

BA

REFO

OT R

D.

LIVE OAK D

R.

WALTER D

R.

PHILLIPI C

HURC

H RD.

RO

CKFIS

H

RD.

ROCKFISH

RD.

GILLI

S HI

LL RD.

GILLIS

HILL R

D.

LINDSAY RD.

LINDSA

Y RD.

STEE

PLE

RUN

DR.

SCHOOL DR.

EULON LOOPWIN

DY PIN

ES C

T.

SA

ND

Y B

OTTO

M

LN.

WESTFIE

LD

DR.

EASTFIE

LD

DR.

WHITE PIN

E DR.

TRAFFIC VOLUME DATA

RD.

ROCKFISH

20402019

20,900N/A

10,300N/A

5,000N/A

15,600N/A

15,300N/A

HILL RD.

GILLIS

HILL RD.

GILLIS

-Y1-

-Y2-

-Y3B-

-Y4A-

-Y4-

-L-

-L-

-Y6-

-Y5-

-Y7-

TIE TO U-5857

BEGIN PROJECT U-5707

TIE TO U-5798B

END PROJECT U-5707

TRAFFIC VOLUME DATA

RD.

BAREFOOT

20402019

27,10011,300

7,7002,150

1,60080021,000

10,000

9,3002,950

HILL RD.

GILLIS

HILL RD.

GILLIS

TRAFFIC VOLUME DATA

RD.

PHILLIPI CHURCH

20402019

15,600N/A

1,800N/A

13,500N/A

27,300N/A

15,300N/A

HILL RD.

GILLIS

HILL RD.

GILLIS

TRAFFIC VOLUME DATA

20402019

800450

600330

200110

500230

300210

800450

15,8008,400

15,6008,200

HILL RD.

GILLIS

HILL RD.

GILLIS

DR.

STEEPLE RUN

DR.

STEEPLE RUN

20,400N/A

RD.

ROCKFISH

20402019

5,400N/A

8,800N/A

3,400N/A

22,400N/A

RD.

ROCKFISH

TRAFFIC VOLUME DATA

RD.

ROCKFISH

TRAFFIC VOLUME DATA

DR.

LIVE OAK

20402019

27,30011,450

400220

20011027,100

11,300

600350

HILL RD.

GILLIS

HILL RD.

GILLIS

TO CAMDEN

RD.

TO

US 401

PROPOSED RETAINING WALL

ABERD

EEN

& RO

CKFISH

RAILRO

AD

TRAFFIC VOLUME DATA

20402019

15,300N/A

5,000N/A

10,300N/A

<10N/A

<10N/A

<10N/A

15,600N/A

20,900N/A

HILL RD.

GILLIS

HILL RD.

GILLIS

RD.

LINDSAY

RD.

LINDSAY

MOTORSPORTSROCKFISH

FIRE STATIONROCKFISH

TO

KOO

NCE RD

.

TO

KO

ON

CE R

D.

POLYMERTECHNOLOGIES, INC.

CHURCHBAPTIST

TABERNACLE

TIE TO U-5858

-Y3A-

-Y4B-

AMERICACONTRACTORS-

CARPENTER

AT ROCKFISHCHURCH OF GOD

LUM

BER

RIVE

R EM

C PO

WER

RAILROAD

ABERDEEN & ROCKFISH

BRIDGE CROSSING

TO PHILLIPI CHURCH RD.

FROM BEGIN PROJECT

TO END PROJECT

FROM PHILLIPI CHURCH 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 2:

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 2:

TO SR 1418 (LINDSAY RD.)

SR 1406 (ROCKFISH RD.)

GILLIS HILL ROAD EXTENSION

CONCEPT 2: