SEE R

OLL 2

OF 3

MA

TC

HLIN

E -L- STA. 321+

00.0

0

WATAUGA COUNTY

PROJECT 37512.1.1 (R-2566B)

ROLL 3 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 3 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 3 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

SE

= 50 MPH

= .08

DS

SE

= 50 MPH

= .05

DS

SE

= 50 MPH

= .07

DS

SE

= 50 MPH

= .05

DS

PIs Sta 354+99.19

F

Ls = 180.00’

LT = 120.01’

ST = 60.01’

PIs Sta 358+11.39

F

Ls = 288.00’

LT = 192.21’

ST = 96.19’

PI Sta 362+61.65

D

L = 681.29’

T = 354.46’

R = 1,000.00’

PIs Sta 366+84.67

F

Ls = 288.00’

LT = 192.21’

ST = 96.19’

PIs Sta 380+05.67

F

Ls = 180.00’

LT = 120.01’

ST = 60.01’

PI Sta 383+20.44

D

L = 507.31’

T = 254.79’

R = 2,200.00’

PIs Sta 386+32.98

F

Ls = 180.00’

LT = 120.01’

ST = 60.01’

PIs Sta 405+52.03

F

Ls = 252.00’

LT = 168.07’

ST = 84.06’

PI Sta 409+72.11

D

L = 659.82’

T = 336.15’

R = 1,400.00’

PIs Sta 413+79.84

F

Ls = 252.00’

LT = 168.07’

ST = 84.06’

PI Sta 350+63.79

D

L = 757.14’

T = 381.74’

R = 2,400.00’

-Y8- CURVE DATA

PI Sta 10+38.94

D

L = 77.88’

T = 38.94’

R = 8,185.00’

PI Sta 14+38.23

D

L = 155.05’

T = 77.53’

R = 3,865.00’

PIs Sta 326+79.50

F

Ls = 144.00’

LT = 96.00’

ST = 48.00’

PI Sta 337+42.70

D

L = 1,954.55’

T = 1,015.21’

R = 2,930.00’

PI Sta 350+68.25

D

L = 765.85’

T = 386.21’

R = 2,400.00’= .04SE

DS = 50 MPH

SE

= 50 MPH

= .05

DS

-L- CURVE DATA

COMBINED PUBLIC HEARING MAPC

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66"

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72" CMP

72" C

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9’ G

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BST PA

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BST PA

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BST PA

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GR PA

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1SBUS

PL

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PL

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GATE

GA

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BST PA

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CONC

WD

PLANTER

GATE

WD BALLARDS

W

W

WD

GA

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CONC

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12’ B

ST

6" C

URB

C&G

G&

G

G&

G

G&G

C&G

GR

GR

6" CURB

GR

6" CURB

GR

GR

BOBBY MCCASKILL

VULCAN LANDS, INC.

FRANK E. PROCTOR

HH

T

T

T

T

T

T

T

T

T

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THH

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H-POLE435

LORENE T. MILLER

72" CMP

72" C

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(PRIV

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DRIV

E)

RIP RAP

ABAND

36" BLKPLANTER

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30" C&G

30" C&G

30" C&G

30" C&G

30" C&G

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GUY(6)

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CONC.

AC

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SE

ME

NT

W/ MTL CANOPY1 S BLK BUS

M&B PARTNERSHIP

APARTMENTS, INC.

FOUR SEASONS

OF LENOIR

, INC.

ACTION

SIGN

COMPANY

BLOODWORTHEDWIN D.

HO

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APP

AL

AC

HIA

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NT

HENSONHAROLD

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WA

LK

ER

FOGLESHAWNLLC

DEVELOPMENT,WALKER

COLEYSCOTT A.

SUGGSTEPHEN W.

VIRGINIA WARDRAY F. &

JAMES TODDJOE W. TODD, JR. &

VULCAN LANDS, INC.

JANE P. YASMINE

H. WAYNE PHILLIPS

JEREMYMAINSBRITTNAI MAINS &

GARY R. HOYLE

HOLDINGS, LLCTP LAND

RADHA G. GOSAI

GLENDA SIMMONSJAMES &

GTM MANAGEMENT, LLC

PGB ASPHALT, LLC

LIMITED PARTNERSHIPROCK SOLID MATERIALS LP

VULCAN CONSTRUCTION

LIMITED PARTNERSHIPGH WINKLER FAMILY

PRESNELLFARLON P.

CONWAYJOHN TAYLOR

PGB ASPHALT, LLC

HIGH COUNTRY, LLC

CHANDLER CONCRETE

MARJORIE WRIGHTDEWEY C. &

BUILDING SUPPLY, INC.NEW RIVER

LLCHOLDINGS,

WWW

ENTERPRISES, INC.PAUL BROWN

HOLDINGS, LLCTP LAND

DANIELLE SUMNER WADE

ANDREW B. WADE AND WIFE,

HAROLD HENSON

GARY M. HENSON

NELL ABSHER VANNOYHAL S. &

BETTY S. HAYESKENNETH D. &

PROPERTIES LPTEMPLETON

SHARON J. LEEROBERT D. &

OPER

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G, LP

HERIT

AGE

CORPORATIONFIRMM

COMPANY& TRUST

BRANCH BANKING

BILLIE JO MAINES

FAMILY TRUSTE.B. FOX, JR.

JOSHUA A. MINTON

325

330

335 340

345

350

355

360

365

370

375

380

385 390 395 400

405

410

415

TO FOSCOE

105

RETAINING WALL

RETAINING WALL

RETAINING WALL

RETAINING WALL

CULVERT

24’23’ 24’

105

BOONE

CITY LIMITS

BO

ON

E CIT

Y LIM

ITS

BOONE CITY LIMITS

RETAINING WALL

BO

ON

E CIT

Y LIMIT

S

END NCDOT TIP PROJECT R-2566B-L- STA. 400+00.00

CONCRETE ISLAND

83’

18’

24’

18’

24’

24’

23’

24’105

BOONE CITY LIMITS

POPLA

R GRO

VE R

D

SR 15

52

NC 10

5 BYPASS

-Y8- S

R 110

7NOT BEEN DETERMINEDUTILITY RELOCATIONS HAVE NOTE:

2040 ADT

25001986

2016 ADT

-L- (NC 105)

18300 3100014871 25257

(SR 1107) NC 105 BYPASS-Y8-

12371

14357

15200

17700

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. 387+52.97 TO -L- STA. 400+00.00

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/

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