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PUBLIC MEETING MAP0' 50' 100'

25'

50'

(ENGLISH)

1" = 100'

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

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END TIP PROJECT U-5821-L- POT STA. 222+25.00

BULLER RIVER DEVELOPMENTS, LLC

(TRACTS M & N)

BULLER RIVER DEVELOPMENTS, LLC

PATRICA W ELLIS

AND WIFEDONALD E ELLIS

J SAMUEL PIERCE

AND WIFE

VICKIE J PIERCE

EN

D S

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T -

CL

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RUDOLPH H FLINT,

VICKI J PIERCE

BOBBY J TATE &

J SAMUEL PIERCE,

ISLAMIC TRUST

NORTH AMERICAN

DICKSON PROPERTIES I, LLP

GREG ALAN TURBEVILLE

CATHERINE BULLOCK WILSON

AND WIFEPARKS H. WILSON

ROBERT A. WILSON

REVOCABLE TRUST

ANDMARTHA G. WILSON

REVOCABLE TRUST

AND WIFEJOHN DAVID WILSON

ANN C WILSON

ROBERT A WILSON REVOCABLE TRUST

MARTHA G. WILSON REVOCABLE TRUSTAND

AND WIFE

PHYLLIS STINES WALKER

RUTH BEDGOOD

RHONDA M. BEDGOOD

JOSEPH M HANSILAND WIFE

SHYRL P HANSIL

MARCIE R MAULDIN

WANDA P RAMSEYAND

BMM ENTERPRISES, LLC

AND WIFE

CENTER BAPTIST CHURCH

TRUSTEES OF THE CENTER

BAPTIST CHURCH

AND WIFECHERYL P HART

DARREN LAMAR HART

EASTSIDE BUSINESS

CENTRE CONDOMINIUMS

RAFIQ H LAKHANY

RVAS INVESTMENTS LLC

RAINBOW STONE, LLC

ENTERPRISES, LLCBERCKMAN

ISAAC R FLINT

MARION H FLINTAND WIFE

GENIE HELTON FLINTAND WIFE

RUDOLPH H FLINT

NANCY S POWELL

AND WIFE

ROBERT L POWELL

220

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BEDGOOD

JOSEPH J

BEDGOOD

RUTH P

CARPENTER

JOE LEONARD

CARPENTER

NANCY B

PEN, LLP

DAVISWILLIAM D

INC

PROPERTIES,

KENDALL

FRONEBERGER-NEELY

DIANE HART

WILLIAM DALE

GREG ALAN TURBEVILLEAME ZION CHURCH

NEELY'S GROVE

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PROJECT U-5821

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U-5821

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U-5821

HEIRS OF ALEX G GRAHAM

CA

CA

www.stewartinc.com

T 919.380.8750

Raleigh, NC 27603

Suite 1100

223 S. West St,

Firm License No. C-1051

HOPE RD. (SR 2435) TO TITMAN RD. (SR 2478)NC 279 IMPROVEMENTS FROM UNION NEW

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2435)

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AU

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ST 27, 2019

AU

GU

ST 27, 2019

AUGUST 27, 2019

SOURCE OF ORTHOPHOTOGRAPHY: NCONEMAPDATE OF ORTHOPHOTOGRAPHY: 2015

MAXIMUM SUPERELEVATION: 4%DESIGN SPEED: 50 MPH

FUNCTIONAL CLASS: PRINCIPAL ARTERIAL

DESIGN DATA

279

279

TRAFFIC DIAGRAM

20,200

27,100

13,700

20,100

26,900

4,700

6,300

2022 ADT

2042 ADT

-L-NC 279

-L-NC 279

10,200

13,700

4,600

6,200

RD.TITMANSR 2478BLVD.,

E HUDSONSR 1255

RD.TITMANSR 2478BLVD.,

E HUDSONSR 1255

400

600

500

700

10,300

800' - 1000'

800' - 1000'

U-TURN KNUCKLES NOT TO BE PLACED IN WETLANDS OR RIGHT OF WAY SENSITIVE AREASPOTENTIALLY TO BE USED AT ALL INTERSECTIONS

WHERE POSSIBLEFULL CONTROL OF ACCESS

WHERE POSSIBLEFULL CONTROL OF ACCESS

*

*

*the amount of traffic and is subject to changeThe need for right turn lanes is dependent on

C

A

C

A

C

A

C

A

DIRECTIONAL CROSSOVER WITH MEDIAN U-TURNS

12'

GRADE

POINT

10' 10'

ORIGINAL GROUND

ORIGINAL GROUND

2' 2'ORIGINAL GROUND

ORIGINAL GROUNDGRADE TO THIS LINE GRADE TO THIS LINE

TYPICAL SECTION NO. 1

EXISTING PAVEMENT

VAR. (4:1 TO 2:1)

VAR. (4:

1 TO

2:1) VAR. (4:1 TO 2:1)

VAR. (4:

1 TO

2:1)

12' 12'12'

02 02

CL -L-

23'

02 02

5'* 5'*

NC 279 PENDING MUNICIPAL AGREEMENT* 5-FOOT SIDEWALKWILL BE PROVIDED ALONG

12'

GRADE

POINT

10' 10'

ORIGINAL GROUND

ORIGINAL GROUND

2' 2'ORIGINAL GROUND

ORIGINAL GROUNDGRADE TO THIS LINE GRADE TO THIS LINE

TYPICAL SECTION NO. 2

EXISTING PAVEMENT

VAR. (4:1 TO 2:1)

VAR. (4:

1 TO

2:1) VAR. (4:1 TO 2:1)

VAR. (4:

1 TO

2:1)

12' 12'12'

02 02

CL -L-

23'

02 02

5'* 5'*

NC 279 PENDING MUNICIPAL AGREEMENT* 5-FOOT SIDEWALKWILL BE PROVIDED ALONG

LANEBIKE4'

LANEBIKE4'

LANEBIKE4'

LANEBIKE4'

LEGEND

TO BE RETAINED

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACED

EXISTING ROADWAY

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

AND GUTTER

PROPERTY LINES

EXISTING TRAFFIC SIGNAL

PROPOSED TRAFFIC SIGNAL

EXISTING ROADWAY TO BE REMOVED

EXISTING STRUCTURES, ISLAND, CURB

BUILDINGS

PROPOSED CONTROL OF ACCESS C

A

CEMETERIES

PROPOSED STRUCTURES, ISLAND, CURB AND GUTTER

EXISTING UTILITY EASEMENT

WETLAND

AND CONSTRUCTION)PROPOSED EASEMENTS (DRAINAGE

HISTORIC PROPERTY

WITHIN THESE AREAS.DRIVEWAYS WILL BE PERMITTED

CONTROL OF ACCESS. NOU-TURN BULB OUTS WILL BE FULL

CONTROL OF ACCESS:

BE FINALIZED AT A LATER DATE.CHANGE. DRIVEWAY LOCATIONS WILL

PLANS AND ARE SUBJECT TO MAPS ARE BASED ON PRELIMINARY DRIVEWAYS ARE NOT SHOWN AS

DRIVEWAY NOTE:

EASEMENTS, ARE PRELIMINARY AND ARE SUBJECT TO CHANGE.THE DESIGNS SHOWN ON THESE MAPS, INCLUDING UTILITY

LOCATIONS OF MAJOR EXISTING AND POTENTIAL UTILITY EASEMENTS. THE UTILITY INFORMATION SHOWN ON THESE MAPS IS LIMITED TO

UTILITIES ARE NOT SHOWN ON THESE MAPS OR ON OTHER DISPLAYS. TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED

UTILITY INFORMATION:

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SHYRL P HANSILAND HUSBAND

JOSEPH M HANSIL

SEE S

HEET 3

-L- ST

A. 16

2+

50.00

MA

TC

HLIN

E

28'

23'

60'

20'

28'

23'

28'

23'

28'

28'

28'

SR 2470

-Y11-

SR 12

55

-Y12-

SR 2478

12'

40'

40'

CHARTER SCHOOL

PIEDMONT COMMUNITY

GOLFTEE TIME

TO US 74

12'

12'

12'

12'

BAPTIST CHURCHBETHLEHEM

160'

160'

SOUTHWOOD

CHARLESTON PLACE

HUNTINGTON FOREST

CEMETERY

BETHESDA OAKS

36' 24'

30'

18'

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