SEE RO

LL 1 OF 3

MATC

HLIN

E -L- STA. 2

39+

00.0

0

SEE

ROLL 3 O

F 3

MATCHLIN

E -L-

STA. 32

1+00.00

WATAUGA COUNTY

PROJECT 37512.1.1 (R-2566B)

ROLL 2 OF 3

BYPASS (SR 1107) IN BOONE

CREEK RD. (SR 1136) IN FOSCOE TO NC 105

NC 105 IMPROVEMENTS FROM CLARKS

WA

TA

UG

A

CO

UN

TY

PR

OJE

CT 37512.1.1 (

R-2566B)

RO

LL 2 O

F 3

BY

PA

SS (S

R

1107) IN

BO

ON

E

CR

EE

K

RD. ( S

R

1136) IN

FO

SC

OE

TO

NC 10

5

NC 10

5 IM

PR

OV

EM

EN

TS F

RO

M

CL

AR

KS

WA

TA

UG

A

CO

UN

TY

PR

OJE

CT 37512.1.1 (

R-2566B)

RO

LL 2 O

F 3

BY

PA

SS (S

R

1107) IN

BO

ON

E

CR

EE

K

RD. ( S

R

1 136) IN

FO

SC

OE

TO

NC 10

5

NC 10

5 IM

PR

OV

EM

EN

TS F

RO

M

CL

AR

KS

-Y4- CURVE DATA

PI Sta 10+97.08

D

L = 81.99’

T = 53.58’

R = 50.00’

PI Sta 12+21.91

D

L = 179.69’

T = 96.42’

R = 200.00’

SE

DS

SE

DS

SE

DS

= .08

= 60 MPH

= .06

= 55 MPH

= .08

= 60 MPH

PI Sta 240+83.22

D

L = 198.06’

T = 99.26’

R = 1,200.00’

PIs Sta 242+88.87

F

Ls = 320.00’

LT = 213.53’

ST = 106.85’

PIs Sta 248+62.10

F

Ls = 240.00’

LT = 160.07’

ST = 80.06’

PI Sta 256+21.93

D

L = 1,252.88’

T = 679.90’

R = 1,300.00’

PIs Sta 262+74.97

F

Ls = 240.00’

LT = 160.07’

ST = 80.06’

PIs Sta 270+43.41

F

Ls = 320.00’

LT = 213.48’

ST = 106.80’

PI Sta 272+61.07

D

L = 221.81’

T = 111.13’

R = 1,410.00’

PIs Sta 274+78.54

F

Ls = 320.00’

LT = 213.48’

ST = 106.80’

-Y5- CURVE DATA

PI Sta 21+25.12

D

L = 73.74’

T = 38.84’

R = 95.00’

PI Sta 22+08.82

D

L = 37.67’

T = 18.99’

R = 120.00’

PI Sta 22+83.82

D

L = 112.38’

T = 56.32’

R = 690.00’

PI Sta 23+64.77

D

L = 45.12’

T = 24.88’

R = 43.00’

-Y6- CURVE DATA

PI Sta 10+92.99

D

L = 185.94’

T = 92.99’

R = 3,500.00’

PI Sta 12+28.09

D

L = 84.08’

T = 42.15’

R = 475.00’

PI Sta 13+34.11

D

L = 115.08’

T = 64.09’

R = 105.00’

-Y7- CURVE DATA

PIs Sta 289+99.82

F

Ls = 288.00’

LT = 192.26’

ST = 96.23’

PI Sta 291+90.91

D

L = 189.99’

T = 95.35’

R = 900.00’

PIs Sta 293+81.78

F

Ls = 288.00’

LT = 192.26’

ST = 96.23’

PIs Sta 297+65.81

F

Ls = 288.00’

LT = 192.26’

ST = 96.23’

PI Sta 302+55.95

D

L = 743.43’

T = 394.40’

R = 900.00’

PIs Sta 307+01.21

F

Ls = 288.00’

LT = 192.26’

ST = 96.23’

PIs Sta 313+62.47

F

Ls = 252.00’

LT = 168.10’

ST = 84.09’

PI Sta 316+20.15

D

L = 345.12’

T = 173.78’

R = 1,190.00’

PIs Sta 318+75.58

F

Ls = 252.00’

LT = 168.10’

ST = 84.09’

= .08SE

DS = 50 MPH

= .08SE

DS = 50 MPH

= .07SE

DS = 50 MPH

-L- CURVE DATA

COMBINED PUBLIC HEARING MAPC

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HPB

HPB

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5 GUY ANCHORS

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W

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RUINS

BST

LAUREL FORK

LAUREL FORK

LAUREL FORK

BST

KATHLEEN A. G

ERAGHTY

BETTY P. COLE

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GAIL L. TO

WNSEND TATU

M

STEVEN F. MICHEL

JOHN F. A

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JOHN F. A

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JOHNNY C. M

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T

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T

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ROBERT H. WARD

HARRELSONDENNIS P.

PROPERTIES, LLCPLUMTREE

LAWRENCEDALLAS C.

ASSOCIATES, LTD.WILLOW VALLEY

BUCHEL-SCHOLLMICHAELAAND WIFE,

ROLAND SCHOLL

WINFIELDMICHAEL L.

JOSE S. GALLARDO

JOHN F. AYERS, TRUST

RICHARD E. BURGIN

CHARLES W. BLOEHM

RUSSELL A. CORNETT

MARTHA CRANDALL

BENTLEYPERRY G.

SANDRA J. HIGGINS

PAUL S. LOFLIN

BLALOCKTHOMAS D.

GARY L. COOPER, SR.

GANDYM.

BRYCE

QUINTEROCAROL

AYERSROBERT C.

HARRY G. REID

SPARROWJONATHAN M.

BAUCOMDONALD W.

CHARLES W. CONNOR, JR.

R. MURRAY BROOME

GORDON E. DRAKEVIRGINIA D. BRYANT &

OWNERSHIP UNKNOWN

LARRY P. GREERKRESS T. MUENZMAY

LAND OPS, INC.

E. GARRISONCHARLOTTEFLOYD H. &

CLARK, SR.BOBBY B. GRAND, LLC

AVERY

ET ALSCHALLER,

ROGER

PARTNERSHIPMRH LIMITED

S.L. WHITAKERJOSEPHINE B. BINGHAM &

JANET D. MCKINNEY

MARY W. HUFF

JANE P. YASMINE

MUNCYPHILLIP B.

JANET D. MCKINNEY

STEPHEN POE DANNER, JR.OSCAR G.

FAMILY TRUSTE. B. FOX, JR.

FAMILY TRUSTE.B. FOX, JR.

CARLOUGHJOSHUA

OPERATING, LPHERITAGE

SHOP

CURVE

TYPE-III

TYPE-III

TYPE-III

240

245

250

255 260

265

270

275

280

285

290 295

300

305

310

315

320

TO FO

SCOE

RIVE

R

WATA

UG

A

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WATA

UG

A

FORK

LAUREL

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WALLRETAINING

WALLRETAINING

TO

BO

ON

E

HISTORIC PROPERTY

WALLRETAINING

FORK

LAUREL

ISLANDCONCRETE

36’

36’

36’

36’

36’

18’

20’

24’

12’

24’

24’

23’

24’

23’

24’

22’

22’

105

105

105

OLD TW

EETSIE RD

-Y4-

BROAD

STONE RD

SR 1112

-Y5-

OLD DANNER RD

SR 1111

-Y6-

BAIRD’S C

REEK

RD

SR 111

3-Y7-

BEGIN NCDOT TIP PROJECT R-2566BA-L- STA. 243+40.00

-L- STA. 268+00.00END NCDOT TIP PROJECT R-2566BA

NOT BEEN DETERMINEDUTILITY RELOCATIONS HAVE NOTE:

2040 ADT

900471

39002871

2016 ADT

-L- (NC 105)

48003343

15000 1800012171 14571

2040 ADT

>100100

100100

2016 ADT

-L- (NC 105)

114200

14571 1465718000 18000

(SR 1112) BROADSTONE RD.-Y5-

2040 ADT

900814

12001029

2016 ADT

-L- (NC 105)

21001843

18000 1830014657 14871

(SR 1113) BAIRD’S CREEK RD.-Y7-

OLD TWEETSIE RD.-Y4-

LEGEND

0000

0000

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

BUILDINGS

TO BE REMOVED

AND GUTTER

LAKES, RIVER, STREAMS AND PONDS

PRESENT ADT

FUTURE ADT

EXISTING TRAFFIC SIGNAL

STREAM BUFFER ZONE

WETLAND LIMITS BOUNDARY

AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,

HISTORIC PROPERTY BOUNDARY

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

DESIGN DATA

FUNCTIONAL CLASSIFICATION: PRINCIPAL ARTERIAL

DESIGN SPEED: 50-60 MPH

MAXIMUM SUPERELEVATION: 4%-8%

DATE OF ORTHOPHOTOGRAPHY: MARCH 2014

CITY OR TOWNSHIP LIMITS

PROPERTY LINES

WLB

BZ

0’ 100’ 200’

50’

100’

(ENGLISH)

HPB

HPB

MAPS PREPARED: SEPTEMBER 2016

LEGEND

0000

0000

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

BUILDINGS

TO BE REMOVED

AND GUTTER

LAKES, RIVER, STREAMS AND PONDS

PRESENT ADT

FUTURE ADT

EXISTING TRAFFIC SIGNAL

STREAM BUFFER ZONE

WETLAND LIMITS BOUNDARY

AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,

HISTORIC PROPERTY BOUNDARY

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

DESIGN DATA

FUNCTIONAL CLASSIFICATION: PRINCIPAL ARTERIAL

DESIGN SPEED: 50-60 MPH

MAXIMUM SUPERELEVATION: 4%-8%

DATE OF ORTHOPHOTOGRAPHY: MARCH 2014

CITY OR TOWNSHIP LIMITS

PROPERTY LINES

WLB

BZ

0’ 100’ 200’

50’

100’

(ENGLISH)

HPB

HPB

MAPS PREPARED: SEPTEMBER 2016

TYPICAL SECTION-L- STA. 163+00.00 TO -L- STA. 246+60.00

TYPICAL SECTION

-L- STA. 255+85.00 (END BRIDGE) TO -L- STA. 387+52.97-L- STA. 246+60.00 TO -L- STA. 253+05.00 (BEGIN BRIDGE)

NSR

S 20

07

NAD 83/

NSR

S 20

07

NAD 83/

C

C

C

C

F

C

C

C

C

C

C

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C

C

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CC

C

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C C

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C

F

C

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C

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C

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C

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F

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F