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

LEGEND

100' 0' 100' 200'

50'

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

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,

EXISTING ROADWAY

TRAFFIC SIGNALEXISTING

TRAFFIC SIGNALPROPOSED

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

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,

EXISTING ROADWAY

TRAFFIC SIGNALEXISTING

TRAFFIC SIGNALPROPOSED

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

NOTES:

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

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

NOTES:

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

10+

00

10+

00

MATC

H

TO

SH

EET 2

10+

00

PUBLIC MEETING MAP

PU

BLIC

ME

ETIN

G

MA

PP

UB

LIC

ME

ETIN

G

MA

P

TIP NO. 46384.1.1 (U-5857)

HOKE COUNTY

HO

KE

CO

UN

TY

HO

KE

CO

UN

TY

APRIL 2019

AP

RIL 2019

AP

RIL 2019

TIP

NO. 46384.1.1 (

U-5857) T

IP

NO. 4

6384.1.1 (U

-5857)

DESIGN DATA

SCALE

DESIGN DATA

SCALE

TO (E

AS

TFIE

LD

DR. / W

ES

TFIE

LD

DR.)

FR

OM

SR

1003 (C

AM

DE

N

RD.)

RO

CK

FIS

H

RD. W

ID

ENIN

G

TO (EASTFIELD DR. / WESTFIELD DR.)

FROM SR 1003 (CAMDEN RD.)

ROCKFISH RD. WIDENINGT

O (E

AS

TFIE

LD

DR. / W

ES

TFIE

LD

DR.)

FR

OM

SR

1003 (C

AM

DE

N

RD.)

RO

CK

FIS

H

RD.

WID

ENIN

G

6%=Max. Superelev.

= 50 mphDesign Speed

Arterial=Functional Class.

6%=Max. Superelev.

= 50 mphDesign Speed

Arterial=Functional Class.

AERIAL DATA

FLIGHT DATE: JANUARY 2017

FLIGHT #: M8091

AERIAL DATA

FLIGHT DATE: JANUARY 2017

FLIGHT #: M8091

FF

F

F

F

F

FF

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F F

FF

F

F

C

C

C

C

C

C

C

C

C

F

C

C

C

C

F

F

F

F

F

C

F

F

F

C

C

C

F

F

F

FF

F

F

C

C

F

FC

FC

F

C

F

C

CF F

ET UXCHARLES MORALES,

JOHN S. CHARLESWORTH, ET UX

, LLCMETES & BOUND

CO, INC.PARNELL OIL

STRANGER, ET UXROBERT N.

AYCOCKJEFFERY

PODLUSKYKRISTA

YORKB.

AMANDA

M

CA

ULE

YN

ATH

ANIE

L

MCNEILLLEE

DARRIN

YOURELLDAVID SHOUSE

RALPH

ASBRAE.

DUANE

SHOEMAKERBRITTNEY

JONESEARL

PARTRICK

MILLERA.

KARMA

BURKSR.

ERNEST

HO

USIN

GO

F

SEC

UTA

RY

YA

RB

OR

OU

GH

WIL

LIA

M

THOMASPATRICIA

KITTLESUE A.

NEIG

HB

ORS

MIC

HA

EL

CRUDUPMARIO

HAYNESMONICA

HO

USTO

N

RIC

KY

ELIASMATIAS

IRAN

BRE

NN

EM

AN

JOS

HU

A

R.

CO

VIN

GTO

N

TERES

A

A.

MARLOWEWILLIAM T.

HAIRSTONDOMINIQUE M.

RICHARDSONTERRY J.

JONESLASHANDICE

BOWDENN.

GEOVANNA

BRYMERMARY N.

NELSONDANIEL R.

FRUEHLINGMICHAEL W.

CARTRETTETEANA

YOUNGJAYNE

WRIGHTF.

THOMAS

WRIGHTF.

THOMAS

BROOKSBLAKE

WHIT

TIN

GTO

N

V.

HO

WA

RD

BOLTONDAVID A. BOLTON

DAVID A.

JAMES A. GUY

A. GUYJAMES

ET UXJACKSON,

J. WELTON

YOUNGAMBER D.

NEWKIRKTHOMAS N.

JOHNSONJACONNIE N.

W. BADERRICHARD

JORDANERIC R.

K. DOWNSBRANDON RODRIGUEZ

SIMON E.

CATALAGOTAY

HECTOR L.

YAMBAOFRANCIS

REYESBRYAN

HARWOODMICHAEL A.

HARBOUR,JR.WINSTON K. HOELL

HENRY W. WILLISJAMES C.

BUNDYRONALD A.

I. DAVISBARBARA

BURGOSORTIZ

GERARDO

CAROL F. DURHAM

KATHY MARIE FOWLER

FOWLERKATHY MARIE

RACHEL S. CLARK

MILLERMARGERY

WOODDAVID

WILLIAM

BRUNNETJAMES JACOB

VENTERSTODDRANDY

LANEMALLERNEE

MERRETTE S. GIBSON

ALFRED J. KOZIK

PLAYERCOX

SHIRLEY

MERRETTE S. GIBSON

FOX JR.ROBERT L.

BUNDY LINDA G.

KELCHNER

JESSE SCOTT

LINDA G.KELCHNER

WILLIAMSKLYE ALFRED

WILLIAMSKLYE ALFRED

WRIGHT JR.DANIEL V.

FOUNTAINERNEST J.

FOUNTAINERNEST J.

RIV

ER

A-O

TER

O

RO

SE

ND

O

BAREFOOTDEENIE J.

J. G. HUGHES, INC.

TANNER

HENRIETTA GIBSON

BOMMELE

ROBERT

PI Sta 15+70.40

D

L = 617.72'

T = 309.26'

R = 4,990.00'

PI Sta 12+15.57

D

L = 335.52'

T = 168.86'

R = 1,200.00'

-L- CURVE DATA

PI Sta 63+32.08

D

L = 637.04'

T = 324.75'

R = 1,330.00'

-Y1- CURVE DATA

-L- POT STA. 10+40.00

-L- PC Sta. 12+61.14

-L- PT Sta. 18+78.86

-Y1- POT Sta. 10+00.00

-Y1- PC Sta. 10+46.70

-Y1- PT Sta. 13+82.23

-Y1- POT Sta. 21+84.10

-L- PC Sta. 60+07.33

-L- PT Sta. 66+44.36

10

15 20

25

30

35

40

45

50

55

60

65

70

75

15

20

ROCKFISH RD.

CA

MD

EN

RD.

MY

RA

RD.

KER

NSTO

WN

RD.

OVERTO

N

RD.

ETH

ELA

ND

DR.

BELLE BOYD DR.

STONEWALL ST.

CH

URC

H

RD.

PIT

TM

AN

GRO

VE

COPP

ER C

REEK D

R.

ROCKF

ISH R

D.

JACKSON LN.

N.

CO

PPER C

REE

K

DR.

-L-

-Y1-

TRAFFIC VOLUME DATA

20402019

CHURCH RD.

PITTMAN GROVE

RD.

ROCKFISH

RD.

ROCKFISH

6,9003,400

23,00013,600

24,30014,600 2,800

1,2004,1002,400

TRAFFIC VOLUME DATA

20402019

CAMDEN RD.

RD.

ROCKFISH

RD.

ROCKFISH

22,5007,300

16,1008,500

23,00013,600

7,8001,100

14,7006,200

TRAFFIC VOLUME DATA

20402019

RD.

ROCKFISH

RD.

ROCKFISH

16,3007,600

16,1008,500

MYRA RD.

400220

200110

600330

TRAFFIC VOLUME DATA

20402019

RD.

ROCKFISH

RD.

ROCKFISH

17,0009,200

16,3009,000

RD.

KERNSTOWN 1,100560

900170

200110

TO DAVIS BRIDGE RD.

BEGIN PROJECT U-5857

GU

LLY

BR

AN

CH

TRAFFIC VOLUME DATA

20402019

RD.

ROCKFISH

RD.

ROCKFISH

17,0009,100

CREEK DR.

COPPER 300120

17,1009,200

200110

100100

-L-

NATURAL GAS

CP&L T

RA

NS

MIS

SIO

N

LINE

SHEET 1 OF 2

SH

EE

T 1

OF 2 S

HE

ET 1 O

F 2