A A

AA AA

A

A A

AA A A A A

A

A

AA

A A A

EA

RLIE

E. E

LKS, e

t ux

GARLAND C. GASKINS, et ux

DEWEY M. HAYE JRLEE H. TRIPP&

SAMUEL L. GATHINGS

JOYCE A. WOOLARD

IDA W. BUCK

GASKINS, et uxGARLAND C.

YAEGERPAUL S. & MABLE

GARLAND C. GASKINS, et ux

GASKINS, et uxGARLAND C.

GASKINS, et uxGARLAND C.

ELKS, et uxEARLIE E.

WORTHINGTON, et uxGEORGE S.

545

550

F

F

F

C

F

C

F

C F

F CF

F

F C

F

HPB

HPB

HPB

C

A

C

A

FO

UN

TAIN

E. S

IMP

KIN

S, e

t ux

JAMES E. OLIVER

WIL

LIAM

G. S

HANNON HEI

RS

SIM

PKIN

S, et ux

FO

UN

TAIN

E.

HIL-DEL HOMESITES, LLC

LIVING TRUSTPOTTER REVOCABLE

JOHN C. McOMBER, et ux

JOHN C. McOMBER, et ux

TIMOTHY WILSON

GARY GARERA

WILMA JOAN MANNING

HIL-DEL HOMESITES, LLC

FILLINGAMEKENNETH R. & ANGELA

KENNETH R. FILLINGAME, et ux

LIVING TRUSTPOTTER REVOCABLE

CARROLL P. WHITE, et ux

JAMES ALTON WHITFORD, et ux

JAMES ALTON WHITFORD, et ux

PEGGY WILLIS MEADOWS GATLIN , et al

JAMES ALTON WHITFORD, et ux

DAVID RIZK

MICHAEL J. JOHNSON, JR.

MEADOWSDANIEL C. & ROSA W.

SCOTTANDREW D. & ELAINE F.

SCOTTANDREW D. & ELAINE F.

VICKI SHANNON SCHAWRTZ

JAMES ALTON WHITFORD, et ux

JAMES ALTON WHITFORD, et ux

FL

AG

PO

LE

12" H

DP

E

LARRY NORMAN,

et u

x

DEBORAH D.

LEDER

SIM

PKIN

S, et ux

FO

UN

TAIN

E.

ROBERT L. POWERS, et ux

BARNES, et uxJESSE ALLEN

TRACY IPOCK, et al

THE WORLDWOODMEN OF

et uxDANIEL MEADOWS,

VANDIFORD, SR.CHARLES W. FIELDS, et ux

ANTHONY V.

DEBORAH D. REGISTER

DEBORAH D. REGISTER

485

495

500

505

510

515

520

525

530 535

540

490

F

F

F

F

F

F

F

F

F

F

F

C

F

F

F

C C

C F

C

F

C

F C

C F

C

F

C

F

C

C

F

C

F F

C

F

C F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

C F

F

F

F

F

F

F

F

F

C

F F

F

C

C

F F

C

C C

C F

C

C

F

F F

F

CC

C

C

C

C

C

C

C

F

F

C

C

F

F

F

F

F

F

30

35

40

25

20

C C

C

C

C

CC

C

F

F

FF

F

F

F

C

-Y10- PC Sta. 22+39.36

-Y10- POC Sta. 24+87.28

-L- POT Sta. 532+82.13=

-Y10- P

T Sta.

26+76.0

7

-Y10- P

C Sta.

29+72.7

9

-Y10- PCC St

a. 33+69.6

5

-Y10- PCC Sta. 35+29.69

-Y10- PCC Sta. 38+03.34

-Y10- PT Sta. 42+36.87

LIL

LIE

MA

E

BO

SK

EY

BR

YA

NT

WILLIAM WADE CASE, et ux

WILLIAM WADE CASE, et uxKATIE F. CHANDLER

STACEY D. PATTERSON

DEBORAH D. REGISTER

MILDRED NORFLEET

BOBBY D. COLE (TRUST)BO

SK

EY

BR

YA

NT

LIL

LIE

MA

E

C

C

10

15

CC

C

C

C

C

F

F

FF

-Y10- POT Sta. 10+00.0

0

MA

TC

H

LIN

E 'F' - R

OLL 3

MA

TC

H

LIN

E 'G' - R

OLL 4

MA

TC

H

LIN

E 'G' - R

OLL 4

INSET MATCH LINE

INSET MATCH LINE

LEGEND

EXISTING STRUCTURES, ISLAND, CURB

TO BE REMOVED

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

AND GUTTER

LAKES, RIVER, STREAMS AND PONDS

AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,

EXISTING UTILITY EASEMENT

CEMETERIES

RAILROAD RIGHT OF WAY

PROPOSED CONTROL OF ACCESS

EXISTING CONTROL OF ACCESS

PRESENT ADT

FUTURE ADT

PROPERTY LINES

C

A

C

A

WETLAND LIMITS BOUNDARY

2018

2040

PROPOSED TRAFFIC SIGNAL

HISTORIC PROPERTY BOUNDARY HPB

PROPOSED PARTIAL CONTROL OF ACCESS

MA

TC

H

LIN

E 'F' - R

OLL 5

CR

AV

EN

CO

UN

TY

PR

OJE

CTS

R-3403B

&

R-2513

A

TO

SP

RUIL

L

TO

WN

RO

AD (S.R. 14

38)

FR

OM

AN

TIO

CH

RO

AD (S.R. 14

33)

WID

EN

U.S. 17 T

O

4 L

AN

E

DIVID

ED

HW

Y.

JU

LY 19, 2018

RO

LL 4 O

F 6

PU

BLIC

ME

ETIN

G

MA

P

TO

SP

RUIL

L

TO

WN

RO

AD (S.R. 14

38)

FR

OM

AN

TIO

CH

RO

AD (S.R. 14

33)

WID

EN

U.S. 17 T

O

4 L

AN

E

DIVID

ED

HW

Y.

JU

LY 19, 2018

PR

OJE

CTS

R-3403B

&

R-2513

A

PU

BLIC

ME

ETIN

G

MA

P

RO

LL 4 O

F 6

CR

AV

EN

CO

UN

TY

WLB

WLB

C C

CC CC

WLB

WLB

WLB

WLB WLB

WLB

C

C C

CC C C C C

C

C

CC

C C C

ADT2040

TRAFFIC DIAGRAM

-L- POT Sta. 550+00.00

BEGIN TIP PROJECT R-2513A

END TIP PROJECT R-3403B

GRADE TO THIS LINE

GRADE TO THIS LINE

VAR. 2:1 T

O 4:1

4:1

.02 .02

VAR. 2:1 T

O 4:1.08

L

.08

C -Y10- (NC 43)

SEE PLANSSEE PLANS

TYPICAL SECTION NC 43

0.020.02

2'

FDPS

2'

FDPS

8'

13' w/ GR

8'

13' w/ GR

SEE PLANS

VARIES

0' TO 12'

8'

2438.2607

12'VARIES

0' TO 12'

12'

VAR. 2:1 T

O 4:1 VAR. 2

:1 TO

4:1

4:1

.08

GRADE

POINT

L

.080.02

C -Y10- (MACEDONIA CHURCH RD.)

0.02

8'

11' w/ GR

8'

11' w/ GR

SEE PLANS

VARIES

0' TO 12'

12' 12'

L

.08

5:1 MAX.5:1 MAX.

.08 .08.08

GRADE

POINT

GRADE

POINT

0.02 0.02 0.02 0.020.020.020.020.02

CROWN

POINT POINT

CROWN

C -L- (US HWY 17)

FDPS

2'2'

FDPS

13' w/GR 13' w/GR

4'

FDPS

4'

FDPS

EXIST. PAVEMENT WIDTH VAR.

SEE PLANS

15'15'

6' 6'

12'12'8'12' 30' 12' 12' 8'

(TYP)

GRADE TO THIS LINE

6:14:1 6:1

6'10'

(3:1 MAX)

VAR. SLOPE

GROUND

ORIGINAL

SLOPE

VARIABLE

FO

R C

UTS

HIN

GE P

OIN

T

6:1

30'

SLOPE

VARIABLE

GROUND

ORIGINAL

GROUND

ORIGINAL

3:1 MAX

FO

R FIL

LS

HIN

GE P

OIN

T

FO

R FIL

LS

HIN

GE P

OIN

T

TYPICAL SECTION U.S. HWY 17

L

.08

5:1 MAX.5:1 MAX.

.08 .08.08

GRADE

POINT

GRADE

POINT

0.02 0.02 0.02 0.020.020.020.020.02

CROWN

POINT POINT

CROWN

C -L- (US HWY 17)

FDPS

2'2'

FDPS

13' w/GR 13' w/GR

4'

FDPS

4'

FDPS

EXIST. PAVEMENT WIDTH VAR.

SEE PLANS

15'15'

6' 6'

12'12'8'12' 30' 12' 12' 8'

(TYP)

GRADE TO THIS LINE

6:14:1 6:1

6'10'

(3:1 MAX)

VAR. SLOPE

GROUND

ORIGINAL

SLOPE

VARIABLE

FO

R C

UTS

HIN

GE P

OIN

T

6:1

30'

SLOPE

VARIABLE

GROUND

ORIGINAL

GROUND

ORIGINAL

3:1 MAX

FO

R FIL

LS

HIN

GE P

OIN

T

FO

R FIL

LS

HIN

GE P

OIN

T

TYPICAL SECTION U.S. HWY 17

GROUNDORIGINAL

GROUNDORIGINAL

TYPICAL SECTION MACEDONIA CHURCH RD

GROUNDORIGINAL

GROUNDORIGINAL

EXIST. PAVEMENT WIDTH VAR.

EXIST. PAVEMENT WIDTH VAR.

2020

-Y10-NC 43

-Y10-MACEDONIA CHURCH RD.

US 17-L-

US 17-L-

6,000

7,600

1,200

2,100

7,600

9,300

9,900

12,200

1,300

1,600

3,700

4,700

400

500

200

300

100' 200'100'

(ENGLISH)

50'

0'

DESIGN DATA

Max. Superelev.Design Speed Functional Class.

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

= 0.06= 60 mph= Princ. Arterial

INSET

NA

D 83

NC

GRID

NA

D 83

NC

GRID

US 17 may be eliminated.such as via a side road, access to [insert mainline point may be considered. For properties that have access,(for example, 2000 feet or more), an additional access per parcel. For properties with large road frontages Partial Control of Access is defined as one access pointNOTE:

US 17 may be eliminated.such as via a side road, access to [insert mainline point may be considered. For properties that have access,(for example, 2000 feet or more), an additional access per parcel. For properties with large road frontages Partial Control of Access is defined as one access pointNOTE:

NA

D 83

NC

GRID

WLB

PI Sta 31+71.37

D

L = 396.86'

T = 198.58'

R = 4,199.26'

PI Sta 34+49.80

D

L = 160.04'

T = 80.15'

R = 1,148.61'

PI Sta 36+66.62

D

L = 273.64'

T = 136.92'

R = 2,919.90'

PI Sta 40+20.37

D

L = 433.53'

T = 217.04'

R = 3,531.61'

RUNOFF = 78.00'

SE = 0.03

-Y10-

RUNOFF = 136.00'

SE = 0.04

-Y10- POC 36+50.00

END CONSTRUCTION

-Y10- POT 11+00.00

BEGIN CONSTRUCTION

AAC

A

CRAVEN COUNTY

PROJECTS R-3403B & R-2513A

TO SPRUILL TOWN ROAD (S.R. 1438)

FROM ANTIOCH ROAD (S.R. 1433)

WIDEN U.S. 17 TO 4 LANE DIVIDED HWY.

JULY 19, 2018

ROLL 4 OF 6

PUBLIC MEETING MAP