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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: