0’ 50’ 100’

25’

50’

ENGLISHGRAPHIC SCALE

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

DESIGN DATA

RANDOLPH COUNTYFROM CAUDLE ROAD TO US 311 EXTENSION

PROPOSED WIDENING TO A 3-LANE UNDIVIDED FACILITY

PUBLIC MEETING MAP

MO

NTG

OM

ER

Y

AN

D

RA

ND

OLP

H

CO

UN

TIE

SFR

OM

CA

UD

LE R

OA

D

TO

US 311 E

XTE

NSIO

NPR

OP

OSE

D

WID

ENIN

G

TO

A 3-LA

NE

UN

DIVID

ED

FA

CILIT

Y

PU

BLIC

MEETIN

G

MAP

0.02 0.02

GRADE

POINT

CL

8’ 12’ 6’12’

PS

4’

0.02 0.08

ORIGINAL GROUND

ORIGINAL GROUND

0.02

2:1

2:1

6:14:1ORIGINAL GROUND

0.02

2:1

EXISTING PAVEMENT

7’

5’1’ 1’

SW

10’ 2.5’

5’

SW

1’ 4’

-L- US 220/S. MAIN ST.

R/ WR/ W14’

PU

BLIC

MEETIN

G

MAP

MO

NTG

OM

ER

Y

AN

D

RA

ND

OLP

H

CO

UN

TIE

SFR

OM

CA

UD

LE R

OA

D

TO

US 311 E

XTE

NSIO

NPR

OP

OSE

D

WID

ENIN

G

TO

A 3-LA

NE

UN

DIVID

ED

FA

CILIT

Y

-Y4- STOUT ROAD

US 220 (S MAIN ST)

SEE S

HEET 1

OF 2

MA

TC

HLIN

E -Y2- STA. 18

+00.0

0

SEE SH

EET 1

OF 2

MATC

HLI

NE -L- STA. 42+

00.0

0

-Y3- S

R 22

70/US

311

-Y2- SR 1630 (WESLEYAN RD

0.020.08

ORIGINAL GROUND

ORIGINAL GROUND

0.02

8’

GRADE

POINT

CL

8’

0.08

6:14:1

12’6’ 12’ 12’12’

0.02 0.02VAR. 3:1 TO 4:1

6:1

10’

ORIGINAL GROUND

SLOPESVARIABLE

2:1

PS

4’

PS

4’

EXISTING PAVEMENT

-Y3- US 311

0.020.02

CL

ORIGINAL GROUND3:1

0.080.08

8’

4:13:1 TO 4:1

ORIGINAL GROUND

6’ 6’12’ 12’

GRADE

POINT

EXISTING PAVEMENT

-Y2- WESLEYAN RD.

0.020.02

CL

3:1

8’

0.080.08

8’ 8’

4:13:1 TO 4:1

12’ 12’

GRADE

POINT

ORIGINAL GROUND

ORIGINAL GROUND

EXISTING PAVEMENT

-Y4- STOUT RD.

S. MAIN ST.US 220

S. MAIN ST.US 220

US 311

107008700

64005200

43003500

122009900

1430011600

2040 ADT2018 ADT

STOUT RD.

WESLEYAN RD.

31002700

1270010300

15001300

107008700

US 311 US 311

1000800

19001500

1200900

10050

2040 ADT2018 ADT

CLA

UD

E H

OLD

EN

DR

NAD 83/NA 2011

NAD 83/NA 2011

MAP 2

OF 2

WBS #

4714

1.1.1N

CD

OT STIP PR

OJE

CT #

U-6006

MAP 2

OF 2

WBS #

4714

1.1.1

NC

DO

T STIP PR

OJE

CT #

U-6006

LEGEND LEGEND

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

0.02 0.02

GRADE

POINT

12’

ORIGINAL GROUND

0.02

2:1

EXISTING PAVEMENT

10’ 2.5’

5’

SW

14’

-L- US 220/S. MAIN ST.CL

ORIGINAL GROUND

0.02

2:1

10’2.5’

5’

SW

2-28-2014

US 220: 45 MPH/ CAUDLE RD. 55 MPH

US 220: 50 MPH/ CAUDLE RD: 60 MPHCAUDLE ROAD: LOCALUS 220: PRINCIPAL ARTERIAL

DATE OF ORTHO:

POSTED SPEED:

DESIGN SPEED:

FUNCTIONAL CLASSIFICATION:

MAP 2 OF 2 JULY, 2019WBS # 47141.1.1

NCDOT STIP PROJECT # U-6006

ROADWAY TYPICAL SECTIONROADWAY TYPICAL SECTION

ROADWAY TYPICAL SECTION

12’ 14’

ROADWAY TYPICAL SECTION

4.5’ 4.5’6" 6"

ROADWAY TYPICAL SECTION

EXISTING RIGHT OF WAY (SURVEY)

PROPERTY LINES (SURVEY)

LAKES, RIVERS, STREAMS, AND PONDS

0000

0000

AND GUTTER

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACED

EXISTING ROADWAY

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

BUILDINGS

LAKES, RIVER, STREAMS AND PONDS

RAILROAD RIGHT OF WAY

PRESENT ADTFUTURE ADT

CONSTRUCTION, AND UTILITY)PROPOSED EASEMENTS (DRAINAGE,

EXISTING UTILITY EASEMENT

PROPOSED SIDEWALK, ISLAND, CURB

EXISTING TRAFFIC SIGNAL

PROPOSED TRAFFIC SIGNAL

EXISTING ROADWAY TO BE REMOVED

EXISTING RIGHT OF WAY (SURVEY)

PROPERTY LINES (SURVEY)

LAKES, RIVERS, STREAMS, AND PONDS

0000

0000

AND GUTTER

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACED

EXISTING ROADWAY

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

BUILDINGS

LAKES, RIVER, STREAMS AND PONDS

RAILROAD RIGHT OF WAY

PRESENT ADTFUTURE ADT

CONSTRUCTION, AND UTILITY)PROPOSED EASEMENTS (DRAINAGE,

EXISTING UTILITY EASEMENT

PROPOSED SIDEWALK, ISLAND, CURB

EXISTING TRAFFIC SIGNAL

PROPOSED TRAFFIC SIGNAL

EXISTING ROADWAY TO BE REMOVED

CEMETERY CEMETERY

MUNICIPAL AGREEMENT WITH CITY OF ASHBORO AND CITY OF RANDLEMAN.

SIDEWALKS AND MULTI-USE PATHS SHOWN ARE PRELIMINARY AND SUBJECT TO A

SIDEWALK NOTE:

UTILITY INFORMATION

DURING FINAL DESIGN USING FINAL SURVEYS. SURVEYS. DRIVEWAY LOCATIONS WILL ALSO BE DETERMINEDMINIMIZE IMPACTS WHERE FEASIBLE USING FINAL GROUNDTHE FINAL DESIGN STAGE, DESIGNERS WILL ATTEMPT TODESIGNS AND PRELIMINARY GROUND SURVEYS. DURINGON THIS HEARING MAP ARE BASED OFF OF PRELIMINARYLIMITS OF CONSTRUCTION AND THEIR IMPACTS SHOWN

IMPACTS AND DRIVEWAY TIES

AND ARE SUBJECT TO CHANGE.MAPS, INCLUDING UTILITY EASEMENTS, ARE PRELIMINARYUTILITY EASEMENTS. THE DESIGNS SHOWN ON THESETO LOCATIONS OF MAJOR EXISITING AND POTENTIALINFORMATION SHOWN ON THESE MAPS IS LIMITEDMAPS OR ON OTHER DISPLAYS. THE UTILITYPROPOSED UTILITIES ARE NOT SHOWN ON THESETO PROVIDE GREATER VISUAL CLARITY, EXISTING AND

LEWIS D CHEEK

MISTY B MCADEN

BOBBY LEE EDWARD STRICKLAND

JOE DANIELS

JOHN LEON LAMB

DAVID L BLACKBURN

GREGORY R BROWN

SHARON ANN HUMPHREY

JOSHUA A BARFIELD

HLIDBI, LLC

GREGORY H REDDING

GRANDON COY DULAPHILLIP ALAN THORNTON

CLARENCE R JERNIGAN

CLARENCE R JERNIGAN

HOMER L ALLRED

HUGHES FURNITURE INDUSTRIES, INC

FRANCES J LEE KRYSTYNA NICHOLE STRICKLAND

LEWIS PERRY

BW HUGHES PROPERTIES, LLC

BW HUGHES PROPERTIES, LLC

BW HUGHES PROPERTIES, LLC

LARRY E SHAW

DARIN R CROTTS

DARIN R CROTTS

RONALD J PLUMMER

THE TIMKEN COMPANY

WHITEHALL EVANGELICAL

METHODIST CHURCH

METHODIST CHURCH

WHITEHALL EVANGELICAL SPIVEY, JREDWARD LACY

CALVIN EUGENE BEANE

EDWARD L SPIVEY, JR

GREGORY DALE FERGUSON

BOBBY RAY YATES

CONNECTION REALTY, LLC

GARY WORTH HINSHAW

LARRY WAYNE ALLRED

LARRY WAYNE ALLREDLARRY WAYNE ALLRED

-L- STA. 55+39.35

END TIP PROJECT U-6006

WHITEHALL EVANGELICAL

METHODIST CHURCH

EDWARD L SPIVEY, JR

AADHYA SHAKTI, LLC

CITY OF RANDLEMAN

CIT

Y O

F RA

ND

LEM

AN

CIT

Y O

F RA

ND

LEM

AN

CIT

Y O

F RA

ND

LEM

AN

CIT

Y OF

RAN

DLE

MAN

CITY OF RANDLEMAN

CITY OF ASHEBORO

CIT

Y O

F ASH

EBO

RO

NORFOLK SOUTHERN RAILROAD

NORFOLK SOUTHERN RAILROAD

65’ R/

W

76’

R/

W

62’

R/

W

68’

R/

W

END 2’-6" C & G

-L- STA. 51+56.24 RT.

-L- STA. 51+15.00

END SIDEWALK

END SIDEWALK

-L- STA. 51+10.00 LT.

-Y2- STA. 20+68.84 RT.

BEGIN 8" X 12" C & G

END 8" X 12" C & G-Y2- STA. 22+06.46 RT.

-Y2- STA. 21+77.78 LT.

BEGIN 8" X 12" C & G

-Y2- STA. 22+57.91 LT.END 8" X 12" C & G

20

25

30

35

25

15

20

15

45

50

55

14’12’14’

12’12’

12’

12’

F

FF

C

F

C

F

C

C

F

C

F

C

F

C

F

C

F

F

F

F

F

F

F

F

F

F

F

F

F

F

C

F

C

F

C

C

C

F

C

F

C

F

C

F

C

F

C

F

F

F

F

F

F

F

F

C

F

F

F

F

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

F

C

C

F

F

F

F

F

C

F

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

F

F

F

C

C

F

C

F

C

F

F

F

F

F

F

F

F

F

F

C

F

C

F

C C

F

C

FC

C

F

C

F

F

F

C

F

F

F

F

F

F

F

F F F

F

F

F

C

F

C

FF

C

F

C

C C C

C C C

F

C

F

F

F

F

F

F

F

F

F F

C

F F

FF

F F

CC

C

CC

CC