STRATTON BURTON

JOHNNY J &

STRATTON BURTON

JOHNNY J &

FARM BUREAU INC

ONSLOW COUNTY

BRUCE S BURTON

JOHN J STARZYNSKI

HOBBS

JIMMY E & MARGARET

MARGARET P HOBBS

JIMMIE E &

COASTAL CONTAINERS LLCJARMAN

DAVID N & SUSAN L

& TELEGRAPH

CAROLINA TELEPHONE

REBECCA E MURPHY

E MURPHY

REBECCA

MURPHY

REBECCA E W SMITH

WILLIAMDALTON

PATRICK & DEBRA

LUCY L CARRINGTON

A DOSS

NANCY

COLIE S & SHIRLEY J SANDY

WAYNE C &

WILHITE

PRESTON E

WESLEY B NORRIS

ADDIE E DUNN

RUTH C MABEE

NICKYE Y VENTERS

GEORGE C &

LAFAVE

WAYNE

GARY

LAFAVE

THERESA

MORTENSON

SHEILA M

JEREMY FRANCE

MARY A COLLEY

EARNEST B JR & SIERRA

REBECCA

JENNIFER

PETER J PAPPAS

MARILYN E &

A BEMIS

CARMEN

JUSTIN M &

ATLAS H & ATLAS J BROWNABJK LLC

JACKSONVILLE HOLDINGS LLCBECKY M BROWN

ATLAS H &

ATLAS H BROWN

OF THE NAZARENE

FAITH CHURCH

BOULWARE

HEATHER L

JEREMY A &

REAL ESTATE LLC

ENT WORSLEY

TONY CHOW

GURGANUS

ANTHONY Z

SHIRLEY J SANDY

WAYNE L &

J GURGANUS

ALBERT & STEPHEN

HEIRS

GURGANUS

SOPHIE A

DAVID E NEWBOLD

AN

NIE S

GU

RG

AN

US

GU

RG

AN

US

CO

RN

ELIA J

AN

E

GU

RG

AN

US

ZO

NA

ME

DIN

A

RIT

A

GU

RG

AN

US

& OTHERS

SHIRLEY GEARHART

SIMPSON BROTHERS INC

& SHERRY S RAYNOR

STEWART C SIMPSON

& SHERRY S RAYNOR

STEWART C SIMPSON

& SHERRY S RAYNOR

STEWART C SIMPSON

TIMBER HARVESTER INC

LOU ANN WHITTEN

CHURCH INC

TAR LANDING BAPTIST

ONSLOW COUNTY

ONSLOW COUNTY

ONSLOW COUNTY

SANDY

SHIRLEY J

&

WAYNE C

SHOEMAKER

MELISSA D

SELLERS

CLIFTON M

VERDIE V LEE

CECIL &

ASSOCIATION

NATIONAL

US BANK

KOWALSKI

MORGAN

RICHARD &

LEE

DAVID G

JONES

MATTHEW J

&

MAUREEN B

FISHER

ANGIE MARIE

&

TIMOTHY LOUIS

LLC

ENTERPRISES

JEPSEN

GRIFFITH

AMELIA L

&

JAMES E

SAUER

TAMMY

&

JOHN

FUTRAL

PHILLIP SHERRELL

&

DONALD

SCOTT HLIFE ESTATE

SANDERS

FRANCES MARIE LIFE ESTATE

SANDERS

FRANCES MARIE

LANE

MICHAEL A

MILLER

ALISSA A

&

QUINTIN D

ESTATE

HOWARD

OLIVIA M

& TOMMY YONG

MCALLISTER

LINDA JOYCE

A MILLAR

MARLENE

KEVIN D &

ROBERT B TAYLOR JR

HEIRS LLC

WILLIAMS FAMILY

CORP

WILMINGTON

FIRST

55

15

10

15

20

25 30 35 40 45 50

60

65

70

75

15

10

10

10

-Y2-

-Y1-

-L- -L-

-Y3-

-Y4-

C

A

C

A

C

A

C

A

C

A

C

A DEPART

M

EN

TO

FT

RA

NS

PO

RT

ATION

STAT

E

OF

NO

RT

HC

AR

OLINA

DEPART

M

EN

TO

FT

RA

NS

PO

RT

ATION

STAT

E

OF

NO

RT

HC

AR

OLINA

DE

PA

RT

M

EN

TOF TRANS

PO

RT

ATI

ON

ST

AT

E

OF

NORTHC

AR

OLI

NA

0' 100' 200'

50'

100'

(ENGLISH)

MA

TC

HLIN

E STA. -L- 79+

00, SEE R

OLL 2

ROLL 1 OF 2

0' 100' 200'

50'

100'

(ENGLISH)

= 0.04= 60 mph= Principal Arterial

PUBLIC MEETING MAP

ORTHOPHOTO DATA

Imagery Date = 02-20-2012

ORTHOPHOTO DATA

Imagery Date = 02-20-2012

LEGEND

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACED

EXISTING ROADWAY

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

BUILDINGS

PROPERTY LINES

EXISTING UTILITY EASEMENT

LAKES, RIVERS, STREAMS AND PONDS

AND GUTTERPROPOSED STRUCTURES, ISLAND, CURB

AND GUTTER TO BE RETAINEDEXISTING STRUCTURES, ISLAND, CURB

EXISTING ROADWAY TO BE REMOVED

AND UTILITY)CONSTRUCTION, PROPOSED EASEMENTS (DRAINAGE,

EXISTING / PROPOSED TRAFFIC SIGNAL

WETLANDS

EXISTING CEMETERY

2020

2040

FUTURE ROADWAY

FUTURE ADTLET YEAR ADT

RO

LL 1

OF 2

PU

BLIC

ME

ETIN

G

MA

P

RO

LL 1

OF 2

PU

BLIC

ME

ETIN

G

MA

P

Max. Superelev.Design Speed Functional Class.

DESIGN DATA(FROM BEGINNING TO GREENCREST CIR)

DESIGN DATA(FROM BEGINNING TO GREENCREST CIR)

= 0.04= 60 mph= Principal Arterial

Max. Superelev.Design Speed Functional Class.

NC 53 (BURGAW HWY.)

SR 1212 (PONY FARM RD.) TO

US 258 (RICHLANDS HWY.) FROM

PROJECT 54028.1.1 (U-5739)

ONSLOW COUNTY

NC 53 (B

UR

GA

W

HW

Y.)

SR

1212 (P

ON

Y

FA

RM

RD.) T

O

US 258 (RIC

HL

AN

DS

HW

Y.) F

RO

M

PR

OJE

CT 54028.1.1 (

U-5739)

ON

SL

OW

CO

UN

TY

NC 53 (B

UR

GA

W

HW

Y.)

SR

1212 (P

ON

Y

FA

RM

RD.) T

O

US 258 (RIC

HL

AN

DS

HW

Y.) F

RO

M

PR

OJE

CT 54028.1.1 (

U-5739)

ON

SL

OW

CO

UN

TY

PROPOSED CONTROL OF ACCESSC

A

LEGEND

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACED

EXISTING ROADWAY

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

BUILDINGS

PROPERTY LINES

EXISTING UTILITY EASEMENT

LAKES, RIVERS, STREAMS AND PONDS

AND GUTTERPROPOSED STRUCTURES, ISLAND, CURB

AND GUTTER TO BE RETAINEDEXISTING STRUCTURES, ISLAND, CURB

EXISTING ROADWAY TO BE REMOVED

AND UTILITY)CONSTRUCTION, PROPOSED EASEMENTS (DRAINAGE,

EXISTING / PROPOSED TRAFFIC SIGNAL

WETLANDS

EXISTING CEMETERY

2020

2040

FUTURE ROADWAY

FUTURE ADTLET YEAR ADT

PROPOSED CONTROL OF ACCESSC

A

PONY FAR

M RD

NW

CO

RRI

DO

R

BL

VD

DI

AN

E

DR

GR

EE

NC

RES

T

CI

R

RICHLANDS HWY

RICHLANDS HWY

RICHLANDS HWY

GR

EE

NC

RES

T

CI

R

CA

RO

LE

DR

BL

UE

TO

P

RD

VE

RA

DR

TAR LANDING BAPTIST CHURCH

STI

LL

WO

OD

DR

258

JO

E P

OW

EL

L

LN

OL

D T

AR L

AN

DI

NG

RD

2040 ADT2020 ADT

US 258448338

1410

440333

118

32

US 258

(ADT IN 100's)

DIANE DR.SR 1261

2040 ADT2020 ADT

US 258

5625

440333

4838

398305 41

19

2725

1612

104

US 258

(ADT IN 100's)NW CORRIDOR BLVD.

SR 2133

PONY FARM RD.SR 1212

100'

60' 5

0'

50'

100'

100'

60'

170'

170'

SIMPSON BROTHERS HARDWARE

258

BP GAS STATION

SCOTCHMAN STORE

OF THE NAZARENE

JACKSONVILLE FAITH CHURCH

TJ'S TIRES

AIC METAL RECYCLING

DOLLAR GENERAL

SELF STORAGE

STOR MOR

STOP & SHOP

BLUE TOP

FLORIST

HOBBS

AUTOMOTIVE

TAR LANDING

GOVERNMENT

ONSLOW COUNTY

CDL TRAINING CENTER

MILLER-MOTTE258

50'

50'

2040 ADT2020 ADT

US 258452341

1410

448338

97

53

US 258

(ADT IN 100's)

STILLWOOD DR.SR 1280

R/W

DUKE ENERGY

R/W

DUKE ENERGY

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

-L- Sta. 10+20.00

BEGIN TIP PROJECT U-5739

-L-

PI Sta 36+69.44

D

L = 385.40'

T = 192.70'

R = 50,000.00'

SE = NC

PI Sta 53+46.91

D

L = 548.33'

T = 274.27'

R = 8,000.00'

SE = RC

Ro = 100'

PI Sta 86+41.72

L = 1,066.54'

T = 547.57'

R = 1,910.00'

D

SE = 0.04

Ro = 160'

PI Sta 108+46.07

D

L = 378.63'

T = 190.40'

R = 1,450.00'

SE = 0.04

Ro = 160'

PI Sta 120+36.69

D

L = 981.98'

T = 496.91'

R = 2,600.00'

PI Sta 130+41.35

D

L = 856.25'

T = 441.99'

R = 1,400.00'

SE = 0.03 SE = 0.04

Ro = 120' Ro = 160'

60' 5

0'

50'

60'

EX. 10

0'

EX. 10

0'

EX. 10

0'

170'

CL

8'

(TURN LANE)

VAR. 0' TO 12'

(TURN LANE)

12'12'

(TURN LANE)

12' 8' 16'

0.02 0.020.02 0.02

9" 9"

20' 20'

4:13:1

0.08

12'

FDPS

2'

3:1

6:1

SLOPEVAR.

0.08

8'

-Y2- (NW CORRIDOR BLVD.)

GRADE

POINT

GRADE

POINT

CROWN

POINT

PROPOSED US 258 (RICHLANDS HWY.)

0.02

2' 2'

CL

11'-6"

-L-

0.02

11'-6"

GRADE

POINT

0.0250.025 0.025

0.025

91'-0" OUT TO OUT

8' 12' 12'

23' MEDIAN

12' 12' 8'

3:1 MAX 3:1 MAX

GROUNDORIGINAL

GROUNDORIGINAL

GROUNDORIGINAL

GROUNDORIGINAL

PROPOSED SR 1212 - PONY FARM RD.

12' 12'

(TURN LANE)

VAR. 8' TO 12'

(TURN LANE)

12'

CL-Y1-

0.02 0.02

2'

0.02

6'

3:1 MAX

2'

0.02

6'

3:1 MAX

GRADE

POINT

PROPOSED SR 2133 - NW CORRIDOR BLVD.

TO RICHLANDS

23' MEDIAN WIDTH23' MEDIAN WIDTH

50'

50'

-Y1- STA. 11+50.00

BEIGN CONSTRUCTION

-Y2- STA. 17+00.00

END CONSTRUCTION

-Y3- STA. 10+50.00

BEGIN CONSTRUCTION

-Y4- STA. 10+25.00

BEGIN CONSTRUCTION

170'

GROUNDORIGINAL

FDPS

2'

GROUNDORIGINAL

GROUNDORIGINAL

GROUNDORIGINAL

GROUNDORIGINAL

GROUNDORIGINAL

-L- POC Sta. 19+94.47

-Y1- POT Sta. 16+92.84 =

-L- POC Sta. 20+04.34

-Y2- POT Sta. 10+00.00 =

-L- POC Sta. 51+83.15

-Y3- POT Sta. 12+32.93 =

-L- POT Sta. 72+73.08

-Y4- POT Sta. 12+03.97 =

18'

C

C

C

C

C

C

C

C CC

C

C

C

CC

C

C

C

C

C

C

C

C

C

C

C

C

C

F

F

F

F

F

F

F

FF

F

F

F

F

C

C

C

C

F

F

F

F FF

FFFF

FF

F

F

F

F

F

F

F

FF F

F

F

F

F F F

F

F F F

FF

FF

F FF

FF F

FF

FF

F F

FF

FF

F

F

FF

F

FF

F

F

F

F

FF

F

F

F

F

F

F

F

FF

F

F

F

FF

F

F

F

F

F

F

F

C