ll b ll - ncdot · 2018. 7. 27. · keith d. gaskins gaskins keith d. & timothy rowe christopher p....

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N. L

EE, e

t ux

FRANKLIN R. WHITFORD, et ux

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EL

W. P

HIL

LIP

S, e

t ux

BRINSONEMMITT LEROY

EUGENE E. THOMAS, et al

WE

YE

RH

AE

US

ER

CO.

JOHN C. M

cOMB

ER, et

ux

EVYLON M. SCOTT , et ux

KEITH D. GASKINS

GASKINSKEITH D.

& TIMOTHY ROWECHRISTOPHER P. ROWE

MILLER II, et uxDAVID THOMAS

LOUELLA L. ROUSE

TOLERTHOMAS E. & BRENDA

JONESLINWOOD & LINDA

EFFIE R. GASKINS

G.A. WHITFORD III, et ux

THOMAS E. TOLER, et ux

WILLIAM D. SEALY, et ux

DONALD S. BELANGIA, et ux

SAMUEL H. BOYD, et ux

GASKINSEFFIE R.

FIRE DEPARTMENTLITTLE SWIFT CREEK VOLUNTEER

WILLIAM D. SEALY, et ux

JOSEPH E. THOMAS

WEYERHAEUSER CO.

THOMAS W. HAWKS

WILLIAM W. HAWKS, et ux

JOSEPH E. THOMAS, et ux

FRANKLIN R. WHITFORD, et ux

WEYERHAEUSER CO.

WEYERHAEUSER CO.

WEYERHAEUSER CO.

LIVING TRUSTPOTTER REVOCABLE

FRANKLIN R. WHITFORD, et ux

et uxFRANKLIN R. WHITFORD,

HAROLD N. LEE, et ux

EFFIE R. GASKINS

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-L-

CS Sta. 441+

24.6

0

-L-

ST Sta. 443

+64.6

0

-L-

TS

Sta. 434+07.8

1

-L-

SC Sta. 436+47.8

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-L-

TS Sta. 456+41.51

-L-

SC Sta. 458+81.51

-L-

CS Sta. 464+56.4

1

-L- S

T Sta. 466+96.41

-Y7- POT Sta. 10+00.00

-L- POS Sta. 466+03.94=

-Y7- P

C Sta. 12

+96.8

2

-Y7- PC Sta. 14+70.45

-Y7- PT Sta. 18+11.37

HPB

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HPBC

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ELIJIAH T. TURNAGE, et ux

DSC INVESTMENTS

PHYLLIS B. SHARP

RACHAEL S. ANDERSON

PAUL F. PROCTOR

RICKY E. LEWIS

PAUL F. PROCTOR

PAUL F. PROCTOR

PAUL F. PROCTOR

LIS

A

MU

RP

HY

WANDA R. GASKINS

ARVIS G. BARROW, et ux OWNER UNKNOWN

PAUL F. PROCTOR ARVIS G. BARROW, et uxELIJIAH T. TURNAGE, et ux

OF NEW BERN, LLCDSC INVESTMENTS

PAUL F. PROCTOR

ARVIS G. BARROW, et uxFRANK WRIGHT, et ux

ARVIS G. BARROW, et

ux

GREGORY LEARY

GREGORY T. LEARY

PAUL F. PROCTOR

PAUL F. PROCTOR

MALLARD OIL COMPANY LARRY PEADEN SR.MILTON R. WILEY, et ux

FREDERICK J. COOMBE, et ux

JERRY GASKINS, et ux

SARAH TOLER GASKINS

BRANDON STALLINGS

GARY GARERA

GREGORY T. LEARYTOLER

LUTHER & KRISTIN

GREGORY LEARY

ANDREW PURIFOY

STEPHEN C. GASKINS JR. , et ux

JIMMY LEE WHITFORD, et ux

STEPHEN CLAYTON GASKINS SR., et ux

EVERETT C. ARNOLD, et uxPATRICIA WHITFORD EATON

JERRY GASKINS, et ux

DERRY D. ROBERSON

et uxJESSE D. ROBERSON JR. ,

EVYLON M. SCOTT , et ux

EFFIE R. GASKINS

PATRICIA WHITFORD EATON

EFFIE R. GASKINS

CHARLIE MURPHY

SWAINAALEN & LISA

THOMAS, et uxDENNIS V. & MICHELLE C.

DOUGLAS E. COWAN

365

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Sta. 388+67.4

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SC Sta. 389+87.4

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-L-

CS

Sta. 396+35.5

1

-L-

ST

Sta. 397+55.5

1

-Y5- PC Sta. 22+08.90

-Y5- PT Sta. 20+17.58

-Y5- POC Sta. 15+92.55

-L- POT Sta. 403+56.15

-Y5- P

C Sta. 14

+99.1

3

-Y5- P

OT Sta. 10+

00.00

-Y5- PT Sta. 23+68.14

MA

TC

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LIN

E 'D' - R

OLL 2

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TC

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LIN

E 'E' - R

OLL 3

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E 'E'

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LL 3

MATC

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E 'F' - RO

LL 4

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

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

800' - 1000'

800' - 1000'

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

POTENTIALLY TO BE USED AT ALL INTERSECTIONS

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

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

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 3 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 3 O

F 6

CR

AV

EN

CO

UN

TY

WLB

WLB

WLB

WLB

WLB

WLB

WLB

WLBWLB

WLB

WLB

WLB

WLB

WLB

WLB

WLB

WLB

WLB

WLB

WLB

WLB

WLB

WLB

WLB

WLB

C

CC

C

C

C

C

C

C

C

C

C

C

C

C

C

NO

RFO

LK SO

UTH

ERN

RR

ABANDONED BRICK ROADDO NOT DISTURB

WLB

WLB

WLB

WLB

C C C

C

CC

C

C

C

C

C

C

C

C

C CC

C

SR 14

34

ASKIN

S BRIC

K RD

SR 10

03

AU

RO

RA

RD

RR

NR

EH

TU

OS

&

KLO

FR

ON

GRADE TO THIS LINEGRADE TO THIS LINE

GRADE TO THIS LINE

4:1

.08.08

GRADE

POINT

0.02

L

0.02

VAR. 3:

1 MAX.

* SHOULDER W/GR 7'

10'10' 8'2'* 2'*

VAR. (3:1 M

AX.)

4:1

.08

GRADE

POINT

L

.08

C -Y5- (AURORA RD.)

VARIES

0' - 12' 0' - 8'

0' - 4'

0.020.02

6'

9' w/ GR

6'

9' w/ GR

SEE PLANS

12'12'VARIES

0'- 12'

VARIES

VARIES

HIN

GE P

OIN

T

FO

R FIL

LS

HIN

GE P

OIN

T

FO

R FIL

LS

0.0250.025

L

.08 .08

GRADE

POINT

GRADE TO THIS LINE

0.020.025

GRADE

POINT

0.020.025

13' w/GR 13' w/GR

GRADE TO THIS LINE

2'

FDPS

2'

FDPS

4'

FDPS

4'

FDPS

VARIES

17.5' TO 30'

12' 12' 8'12'12'8'12'6'10'

VARIES

8.75' - 15'

VARIES

8.75' - 15'

6:14:1 6:1

L

.085:1 MAX.

6:1

5:1 MAX.

.08.08 .08

GRADE

POINT

GRADE

POINT

0.02 0.020.02 0.02 0.02 0.02

CROWN

POINT

CROWN

POINT

0.02 0.02

C -L- (US HWY 17)

2'

FDPS

2'

FDPS

13' w/GR13' w/GR

4'

FDPS

4'

FDPS

30'12'12'8'12'6'10' 12' 12' 8'

SEE PLANS

30'

15' 15'

6'6'

(3:1 MAX)

VAR. SLOPE

GROUND

ORIGINAL

SLOPE

VARIABLE

SLOPE

VARIABLE

GROUND

ORIGINAL

GROUND

ORIGINAL

3:1 MAX

FO

R C

UTS

HIN

GE P

OIN

T

FO

R FIL

LS

HIN

GE P

OIN

T

FO

R FIL

LS

HIN

GE P

OIN

T

(TYP)

GRADE TO THIS LINE

TYPICAL SECTION U.S. HWY 17

6:14:1 6:1

(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

C -L- (US HWY 17)

TYPICAL SECTION U.S. HWY 17

GROUNDORIGINAL

GROUNDORIGINAL

TYPICAL SECTION ERNUL BRICK RD

GROUNDORIGINAL

GROUNDORIGINAL

C -Y7- (ERNUL BRICK RD)

TYPICAL SECTION AURORA RD

EXIST. PAVEMENT WIDTH VAR.

EXIST. PAVEMENT WIDTH VAR.

ADT2040

TRAFFIC DIAGRAM

US 17-L-

US 17-L-

-Y7-ERNUL BRICK RD.

7,600

9,300

7,600

9,300

2020

100

100

100

100

100

200

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

ADT2040

TRAFFIC DIAGRAM

US 17-L-

US 17-L-

2020

-Y5-ASKIN BRICK RD.

-Y5-AURORA RD.

500

700

1,200

1,500

7,600

9,300

7,600

9,300

200

300

200

300

500

600600

800

NA

D 83

NC

GRID

NA

D 83

NC

GRID

LITTLE SWIFT CREEK AREA

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:

VAR. (3:1 M

AX.)

VAR. (3:1 M

AX.)

WLB

WLB

PI Sta 17+68.90

D

L = 518.45'

T = 269.77'

R = 760.00'

SE = 0.03

RUNOFF = 75.00'

-Y5-

PI Sta 22+88.52

D

L = 159.23'

T = 79.62'

R = 7,923.79'

RUNOFF = 52.00'

SE = RC

-L-

SE = 0.06

PIs Sta 435+59.86

F

Ls = 240.00'

LT = 160.03'

ST = 80.03'

PI Sta 438+79.47

D

L = 476.79'

T = 239.64'

R = 1,909.86'

PIs Sta 441+96.64

F

Ls = 240.00'

LT = 160.03'

ST = 80.03'

PIs Sta 435+59.86

F

Ls = 240.00'

LT = 160.03'

ST = 80.03'

PI Sta 438+79.47

D

L = 476.79'

T = 239.64'

R = 1,909.86'

PIs Sta 441+96.64

F

Ls = 240.00'

LT = 160.03'

ST = 80.03'

SE = 0.06

R = 1,330.00'

PIs Sta 458+01.58

F

Ls = 240.00'

LT = 160.07'

ST = 80.06'

PI Sta 461+73.52

D

L = 574.89'

T = 292.01'

PIs Sta 465+36.47

F

Ls = 240.00'

LT = 160.07'

ST = 80.06'

SE = EX.

PI Sta 13+62.47

L = 124.11'

T = 65.65'

R = 154.00'

PI Sta 16+43.29

D

L = 340.92'

T = 172.84'

R = 840.00'

-Y7-

SE = 0.04

D

-Y5- POT 14+00.00

BEGIN CONSTRUCTION

-Y5- POT 22+00.00

END CONSTRUCTION

-Y5- POT 22+00.00

END CONSTRUCTION

AAC

A

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 3 OF 6

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