C D C T A M - NCDOT · suresh patel rawlings novella pope rawlings novella pope rawlings novella...

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JESSIE ANNA WALKER

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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

TO BE REMOVED

AND GUTTER

AND GUTTER

LAKES, RIVER, STREAMS AND PONDS

PROPOSED CONTROL OF ACCESS

EXISTING CONTROL OF ACCESS

PRESENT ADT

FUTURE ADT

PROPERTY LINES

C

A

C

A

WETLAND LIMITS BOUNDARY

AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,

EXISTING UTILITY EASEMENT

CEMETERIES

2020

2040

BUILDINGS

PROPOSED TRAFFIC SIGNAL

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F

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CC

C

-L- POT STA. 175+57.84

TO NC 82

DU

NN

CIT

Y

LIM

ITS

JAMES E. WILSON, JR.

JAMES E. WILSON, JR.

ROBERT F. DIXON

MILLARD JACKSON

ROY S. TART, SR.ROY S. TART, SR.

JULIAN A. PARRISHPRECISION SIDING AND WINDOWS, INC.

HOWARD L. TART

BOBBY S. JERNIGAN

CARL E. FITCHETT, JR.

LISA B. FITCHETT

DISHA HOSPITALITY. LLC

KAM LEASING, LLC

SIDNEY R. DORMANSIDNEY R. DORMAN

JESSIE ANNA WALKERMUNISHREE LLC

JESSIE ANNA WALKER

JESSIE ANNA WALKER

DUNN COMMERCE PARK, LLC

FLAGSTONE PROPERTIES, LLC

PATTI H. QUEIPO

LONG BRANCH HOLDING COMPANY, LLC

MILLARD J. GAINEY

KILVET A. CABRERA

WINCOR PROPERTIES, LLC

WHOLE ARMOR MINISTRIES, INC

JAMES O. MCNEILL

WHOLE ARMOR MINISTRIES, INC

JAMES W. KENNEDY

DUNN BOARD OF ALCOHOLIC

DEMAI PROPERTIES II, LLC

KENNEDYJAMES W.

JESSIE ANNA WALKER

SURESH PATEL

RAWLINGS NOVELLA POPE

RAWLINGS NOVELLA POPE

RAWLINGS NOVELLA POPE

BILLY TART

I-MART, LLC

ONH PROPERTIES, LLC

EMANUEL, SRRANDY B.

RATLIFFMARY E.

JACKSO

N R

OAD

260'

EX. R

W

BEGIN TIP PROJECT I-5878

-SERV2- B

UD

HA

WKIN

S RO

AD

-SE

RV1- I

NTE

RST

ATE

DRIV

E

-Y1- S

PRIN

G BR

ANCH

RO

AD

-Y1- P

OPE R

OAD

AB

C D

BEGIN CONSTRUCTION

-SERV2- POT STA. 10+00.00

-SERV1- POT STA. 10+00.00

BEGIN CONSTRUCTION

END CONSTRUCTION

-SERV1- POT STA. 38+43.29

BEGIN CONSTRUCTION

-Y1- POT STA. 15+75.00

END CONSTRUCTION

-Y1- POT STA. 44+25.00

END CONSTRUCTION

-SERV2- POT STA. 37+71.63

DU

NN

CIT

Y LIMIT

S

PR

OJE

CT 53078.1.1 (I-5878)

F. A. P

ROJE

CT

NH

P-0095(0

07)7

3

RO

LL 1

OF 2

HA

RN

ET

T

CO

UN

TY

DESIG

N

PU

BLIC

ME

ETIN

G

MA

P

PR

OJE

CT 53078.1.1 (I-5878)

RO

LL 1

OF 2

HA

RN

ET

T

CO

UN

TY

F. A. P

ROJE

CT

NH

P-0095(0

07)7

3

DESIG

N

PU

BLIC

ME

ETIN

G

MA

P

PROJECT 53078.1.1 (I-5878)

F. A. PROJECT NHP-0095(007)73

ROLL 1 OF 2

HARNETT COUNTY

DESIGN PUBLIC MEETING MAP

100' 200'100'

(ENGLISH)

50'

0'

DESIGN DATA

Max. Superelev.Design Speed Functional Class.

= 0.08= 70 mph= Interstate

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

WLB

SR

1793 (S

PRIN

G

BR

AN

CH/P

OP

E

RO

AD, E

XIT 72)

(E

CU

MB

ER

LA

ND

ST

RE

ET, E

XIT 73)

AN

D

IM

PR

OV

E I-95 IN

TE

RC

HA

NG

ES

AT

US 421

SR

1793 (S

PRIN

G

BR

AN

CH/P

OP

E

RO

AD, E

XIT 72)

(E

CU

MB

ER

LA

ND

ST

RE

ET, E

XIT 73)

AN

D

IM

PR

OV

E I-95 IN

TE

RC

HA

NG

ES

AT

US 421

SR 1793 (SPRING BRANCH/POPE ROAD, EXIT 72)

(E CUMBERLAND STREET, EXIT 73) AND

IMPROVE I-95 INTERCHANGES AT US 421

NAD 83 N

A 20

11

6:1 6:1

18' 6'

4'

FDPS

10'

L

POINT

GRADE

0.08

ORIGINAL GROUND

4:1

4'

FDPS

0.08

ORIGINAL GROUND

ORIGINAL GROUND

6:1

GRADE TO THIS LINE

(3:1 M

AX)

VAR. SLO

PE

FO

R C

UTS

HIN

GE P

OIN

T

12'

??'

0.02 0.02

(TYP.)

6"

12'

0.02 0.02

30'

3:1 M

AX

FO

R FIL

LS

HIN

GE P

OIN

T

**SHOULDER W/ GR 15'

14'*

12'**

14'*

12'**

*SHOULDER W/ GR 17' SERVICE ROADSC

TYPICAL SECTION SERVICE ROADS

GRADE TO THIS LINE

6:1 6:1

18' 6'

FDPS

10'

POINT

GRADE

0.08

ORIGINAL GROUND

4:1

(3:1 M

AX)

VAR. SLO

PE

FO

R FIL

LS

HIN

GE P

OIN

T

FO

R C

UTS

HIN

GE P

OIN

T

12' 14'

??'

17' W/GR

0.02 0.02 0.02

0'-4'

VAR.

VAR.

VAR. 4' TO 10'

6"

12' 12'

EXIST

NBL

0'-30'

VAR.

FDPS

4'2'

EXIST

EXISTEXIST EXIST

9'

15'

-L- (I-95)CL C

L-Y- LINES

TYPICAL SECTION I-95 NBL

TRAFFIC DIAGRAM

1700

2100

2000

2500

100

100

340

500

2020

INTERSTATE DR.

400

600

ADT2040JACKSON RD.

JACKSON RD.

-Y- LINES

0'-30'

VAR.

TYPICAL SECTION I-95 SBL

L

6:1

18'

FDPS

POINT

GRADE

0.08

GRADE TO THIS LINE

4:1

6:1

6'10'

ORIGINAL GROUND

ORIGINAL GROUND

12'12'

FDPS

4' 2'

L

FO

R FIL

LS

HIN

GE P

OIN

T

12'14'

17' W/GR

??'

0.020.02

(3:1 M

AX)

VAR. SLO

PE

FO

R C

UTS

HIN

GE P

OIN

T

0'-4'

VAR.

0.02 VAR. EXIST EXISTEXISTEXIST

EXIST

VAR. 4'-10'

C

SBL

15'

9'

6"

-L- (I-95)C

ORIGINAL GROUND

ORIGINAL GROUND

GRADE TO THIS LINE

6:1 6:1

18' 6'

4'

FDPS

10'4'

POINT

GRADE

0.08

ORIGINAL GROUND

6:14:1

4'

FDPS

(3:1 M

AX)

VAR. SLO

PE

FO

R FIL

LS

HIN

GE P

OIN

T

FO

R C

UTS

HIN

GE P

OIN

T

30' 12' 12'

15' W/GR

14'

??'

3:1 M

AX

17' W/GR

0.020.04 0.02 0.02

(TYP.)

6"

TYPICAL SECTION RAMPS

RAMPSLC

FDPS

0.08

GRADE TO THIS LINE

12'

ORIGINAL GROUND

4:1

FDPS

0.080.020

??'

0.020

4'

8'

3:1 MAX SLO

PE

0.02

4'

3:1 M

AX.

8'

11' W/GR

VAR. 24' - 12' VAR. 24' - 12'

VAR. 11' - 12' VAR. 11' - 12'

THIS LINE

GRADE TO

GRADE

POINT

CL -Y- LINES

ORIGINAL GROUND

VAR. SLOPES

ORIGINAL GROUND

4:1

TYPICAL SECTION -Y- LINES

4400

6100

56300

71700

57200

72900

I-95-L-

I-95-L-

700

1000

1000

1500

800

1000300

200

2020ADT

2040

TRAFFIC DIAGRAM

3700

4900

-Y1-SPRING BRANCH RD.

-Y1-POPE RD.

450

600

100

100500

350

2020

3700

4900

3500

4500

ADT2040

TRAFFIC DIAGRAM

-Y1-POPE RD.

-Y1-POPE RD.

BUD HAWKINS RD.

VARIABLE SLOPE

VARIABLE SLOPE

VARIABLE SLOPE

VARIABLE SLOPE

VARIABLE SLOPE VARIABLE SLOPE

EXISTGRADE

EXISTGRADE

INTERSTATE

95

INTERSTATE

95