LEGEND TO PROVIDE GREATER VISUAL CLARITY, EXISTING …ce l t owe r design public meeting map d e s i gn p u b l i c m eet i ng m a p hok e c oun t y d e s i gn p u b l i c m eet i

Page 1

CELL TOWER

DESIGN PUBLIC MEETING MAPD

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PR

OJE

CT 510

78.1.1/46285.1.1 (

U-5753/U-5858)

PROJECT 51078.1.1/46285.1.1 (U-5753/U-5858)P

ROJE

CT 510

78.1.1/4

6285.1.1 (U

-5753/U-5858)

HOKE COUNTY

LIN

DS

AY

RD

TO

RO

CK

FIS

H

RD

FR

OM

PL

AN

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RD

AL

ON

G

WA

YSID

E

RD/

LIN

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AY

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TO

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CK

FIS

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OM

PL

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AL

ON

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WA

YSID

E

RD/

LINDSAY RD TO ROCKFISH RD

FROM PLANK RD ALONG WAYSIDE RD/

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

TO CHANGE.THESE MAPS ARE FUNCTIONAL AND ARE SUBJECT OR ON OTHER DISPLAYS. THE DESIGNS SHOWN ON PROPOSED UTILITES ARE NOT SHOWN ON THESE MAPSTO PROVIDE GREATER VISUAL CLARITY, EXISTING AND UTILITY INFORMATION:

DESIGN USING FINAL SURVEYS. LOCATIONS WILL ALSO BE DETERMINED DURING FINALUSING FINAL GROUND SURVEYS. FINAL DRIVEWAYATTEMPT TO MINIMIZE IMPACTS WHERE FEASIBLE DURING THE FINAL DESIGN STAGE, DESIGNERS WILL FUNCTIONAL DESIGNS AND LIDAR GROUND SURVEYS.SHOWN ON THIS MEETING MAP ARE BASED OFF OF LIMITS OF CONSTRUCTION AND THEIR IMPACTSIMPACTS AND DRIVEWAY TIES:

CONNECTIONS ALLOWED. GRADE-SEPERATED. NO PRIVATE DRIVEWAY RAMPS AT INTERCHANGES. ALL CROSS-STREETS ARECONNECTION TO A FACILITY PROVIDED ONLY VIAFULL CONTROL OF ACCESS IS DEFINED AS A NOTES:

0

(HORIZONTAL)

100 20050100

ENGLISH

LEGEND

0000

0000

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

LAKES, RIVER, STREAMS AND PONDS

PRESENT ADT

FUTURE ADT

PROPERTY LINES

EXISTING TRAFFIC SIGNAL

PROPOSED TRAFFIC SIGNAL

AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,

EXISTING UTILITY EASEMENT

PROPOSED FULL CONTROL OF ACCESS

DESIGN DATA -L-

MAX SUPERELEV. = 6%DESIGN SPEED = VARIES 50-60 MPHFUNCTIONAL CLASS = COLLECTOR/ARTERIAL

ORTHOPHOTO DATA

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

0

(HORIZONTAL)

100 20050100

ENGLISH

DESIGN DATA -L-

MAX SUPERELEV. = 6%DESIGN SPEED = VARIES 50-60 MPHFUNCTIONAL CLASS = COLLECTOR/ARTERIAL

ORTHOPHOTO DATA

Sheet 1

of 3

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EN

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f 3R

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ME

ND

ED

OP

TIO

N

NCONEMAP = 12-12-17= 01-27-17FLIGHT DATE= M-8091FLIGHT MISSION

MA

TC

HLIN

E S

HE

ET 2

-L- (A

2) S

TA. 30+00.0

0

NCONEMAP = 12-12-17= 01-27-17FLIGHT DATE= M-8091FLIGHT MISSION

LEGEND

0000

0000

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

LAKES, RIVER, STREAMS AND PONDS

PRESENT ADT

FUTURE ADT

PROPERTY LINES

EXISTING TRAFFIC SIGNAL

PROPOSED TRAFFIC SIGNAL

AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,

EXISTING UTILITY EASEMENT

PROPOSED FULL CONTROL OF ACCESS

Sheet 1 of 3RECOMMENDED CONCEPT

800' - 1000'

800' - 1000'

U-TURN KNUCKLES NOT TO BE PLACED IN WETLANDS OR RIGHT OF WAY SENSITIVE AREASPOTENTIALLY TO BE USED AT ALL INTERSECTIONS

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

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DIRECTIONAL CROSSOVER WITH MEDIAN U-TURNS

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401US

401US

TRAFFIC DATA

US 401 US 401

2040 AADT

2019 AADT

(SR 1418)LINDSAY RD

TRAFFIC DATA

2040 AADT

2019 AADT

16,000

14,300

TRAFFIC DATA

2040 AADT

2019 AADT(SR 1305)WAYSIDE RD14,500

13,200

PLANK RDPLANK RD

14,400

12,900

15,300

13,900

18,700

16,600

(SR 1305)WAYSIDE RD

16,200

14,400

15,100

13,000

36,600

30,100

27,800

23,000

VALUES ASSUME REVERSE SUPERSTREET

BROCK RD(SR 1318)

WAYSIDE RD (SR 1305)

600

1,100

4,600

2,600

10,300

7,500

4,100

3,300

1,400

950

5,500

4,300

7,700

7,100

6,800

6,100

15,400

10,400

PI STA 12+83.42

D

D

L = 376.15'

T = 209.94'

R = 340.00'

DS = 35 MPH

SE = .06

PI STA 12+52.49

D

D

L = 273.90'

T = 139.85'

R = 550.00'

DS = 40 MPH

SE = .06

-L2QC- WAYSIDE QUAD RD.-L2QA- LINDSAY QUAD RD.

PI STA 16+04.85

D

D

L = 524.49'

T = 265.70'

R = 1,330.00'

PI STA 26+54.30

D

D

L = 617.75'

T = 314.55'

R = 1,330.00'

SE = .06 SE = .06

-L- (A2) SR 1305 (WAYSIDE RD) U-5753

CURVE DATA

PI STA 18+39.32

D

D

L = 572.51'

T = 291.28'

R = 1,260.00'

SE = .04

PI STA 27+86.11

D

D

L = 290.97'

T = 145.68'

R = 2,290.00'

PI STA 42+82.31

D

D

L = 1,230.23'

T = 660.08'

R = 1,370.00'

PI STA 53+88.82

D

D

L = 361.48'

T = 182.73'

R = 1,000.00'

PI STA 71+50.72

D

D

L = 335.19'

T = 168.30'

R = 1,500.00'

PI STA 79+35.72

D

D

L = 427.69'

T = 217.73'

R = 926.00'

PI STA 89+78.77

D

D

L = 730.44'

T = 374.69'

R = 1,330.00'

SE = .03 SE = .04 SE = .04 SE = .04 SE = .04 SE = .06

-L- (A2) SR 1418 (LINDSAY RD) U-5858

3:1 M

AX

3:1 M

AX

3:1 MAX

3:1 MAX

6:1 4:1

1SBK BUS

HTR

HTR

S

S

HTRHTR

HTR

HTR

HTR

1SBKD

1SBKD

1SBKD

1SFD

1SBKD

1SBKD

HTR

HTR

HTR

HTR

HTR

1SBKD

1SBKD

1SBKD

1SFD

S

HTR

HTR

S

S

S

1SFD

G1SBKD

1SFD

1SFBUS

1SBKD

1SBKD

1SFD

1SFD

1SFD

1SBL

K B

US

2-1SL'S

4 GAS PU

MPS

AT

M

1SBLK BUS

8 GAS PUMPS

4-1SL'SS

S

CENTURY LINK SUB

2SFD

1SBKD

1SFD

S

2SBKD

1SBKD

2SFD

2SFD

2SFD

1SFD

1SFD

1SFD

1SBKD

2SFD

2SFD

1.5SBKD

1SBKD

1SBKD

1SBKD

1SFD

1SBKD1SFD

1SFD

2SBKFD

2SBKD

1SFD

1SBKFD

1SBKD

2SBKD

2SBKD

2SBKD

1SBKD

1SBKD

2SBKD

1SBKD

1SFD

BU

S1S

F

U/MTL CAN

U/

MTL CAN

S

SS

S

S

HTR

HTR

HTR

HTR

HTR

1SB

K

BU

S

1SBKD

1SFD

HTR

S

2SFD

1SMTL BUS

1SMTL BUS

1SF

D

1SB

KD

S

S

S

S

S

1SBL

K B

US

CAN

BUS

1SMTL

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-Y1-

-Y1-

-QRDC1-

-QRDC-

-QRDA-

-Y2-

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PC

STA 45

+23.49

PT STA

52+3

2.36

POT STA 10

+00.00PC S

TA 10+73.48

PT STA 1

4+49.6

3

POT STA 19+

03.54

PO

T

ST

A 10

+00.0

0

PC STA 13+39.16PT STA 18+63.64

PC S

TA 23+39.75

PT S

TA 29+57.5

0

POT S

TA 10+

00.00

PC STA

11+12.

64

PT ST

A 13

+86.53

POT ST

A 18

+22.70

30

35

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65

50

45

15

20

25

POT ST

A 10

+00.00

PC ST

A 15

+48.04

PT S

TA 21+

20.5

5

-Y1B-

PC S

TA 26+40.4

2

PT S

TA 29+31.4

0

PC S

TA 36+22.2

3

PT ST

A 48+52.46

PC ST

A 52+06.09

PT S

TA 55+67.5

7

PC S

TA 69+82.4

2

PT

ST

A 73

+17.6

1

PC S

TA 77+17.9

9

PT S

TA 81+

45.68

PC S

TA 86+04.0

8

PT

ST

A 93

+34.5

3

PO

T

ST

A 96+41.35

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5

-Y1A-

-L- (A2) -L- (A

2)

120'

30'

24'

24'

30'

24'

24'

23'

24'

24'

30'

30'

24'

36'

23'

24'

24'

23'

24'

24'

120'

23'

24'

24'

BEGIN TIP PROJECT U-5753

BEGIN TIP PROJECT U-5858

END TIP PROJECT U-5753

TO

RAEF

ORD

TO

FA

YETTEVIL

LE

TO FA

YET

TEVILLE

SR 13

18

BR

OC

K

RD

SR 1418 (LINDSAY RD)

PLAN

K RD

SWEE

TBRI

AR

LN

SPR

UC

EPIN

E D

R

DARBY D

R

DAL

MATIO

N

DR

SR 1305

WAYSIDE RD

IND

EPE

ND

EN

CE

DR

WO

OD

LA

ND

DR

TIMBERIDGE DR

OLD

PA

RKER FA

RM

RD

HO

LLO

W

LN

DRE

W

ST

QU

AL RID

GE D

R

NESTIN

G

LN

OLD O

AK RD

FORE

ST C

K DR

CLAN CAMPBELL RD

EASEMENTCELL TOWER

TO

RAEF

ORD

PROPOSED TYPICAL SECTION-L- (A2) BEGIN PROJECT TO ADCOX RD

PROPOSED TYPICAL SECTION-L- (A1) BEGIN PROJECT TO ADCOX RD

120' MIN. RIGHT OF WAY 120' MIN. RIGHT OF WAY

BEGIN TIP PROJECT U-5753

23'-30'12'12'2'

14' W/GRL

8' 12'12' 2'

14' W/GRL

8'23'-30'12'12'

4'

12' W/GRL

9' 12'12'

4'

12'

11' W/GRL

8' 6'

N.T.S. N.T.S.

10'

ROCKFISH CHURCH

SELF STORAGE

ALL-AMERICAN

DOLLAR GENERAL

PUPPY CREEK PARK

SHELL

ROBIN'S WALK

QUAIL HOLLOW EAST

QUAIL HOLLOW WEST

COBBLE RIDGE

TIMBER RIDGE

LINDSAY FARMS

AUTOMOTIVE

PURE PERFORMANCE

BP

2

3

4

1

1

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FORT BRAGG MILITARY RESERVATION

PUPPY CREEK PARK, LLC

WENDELL WOOLFORD

FUEL ZONE, LLC

CHARLES WAGNER JR

DOUGLAS HEATH

SCOTT STOCKDALE

JEFFREY TAYLOR

BRUCE HABLE

BRETT ROTHER

LEO FLUITT

TIMOTHY SIEBELINK

RENAEE ALLEN

INDIA RIVES

FREDRICK BASS

EDWARD THOMAS

MILDRED BRATCHER

JOHN BREACH

ANTHONY MOUZON

SHARON COX

CLIFFORD WINKLEMAN

JERRY JACKSON

JERRY JACKSON

JESSE HORSLEY

LAKENYA KYLES

NORMA JEAN PAULLEY

JAMES JACKSON

JESSE HORSLEY

RICHARD JERNIGAN JR

RICHARD WARD

SHANNA BURNS

CAROL GONZALEZ

BUDDY STONEBRAKER

WILLIAM JACKSON

JOYCE MCFADYEN

LACY MCFADYEN

MAC CROWLEY

MAC CROWLEY

PAR 3 DEVELOPMENT GROUP, LLC

STEVE SAPP

HACKETT PROPERTIES INC

ROBERT DYER

RICKEY ROYALS

MARCUS WAGNER

JEHAD MUSA

PAULETTE SELLMAN

JOSE RODRIQUEZ

JEROME SEWERT

CALVIN JONES

ROSLYN MCKINNIE

WILLIAM JOLLEY JR

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FREDERICK SLOAN

TIMOTHY REIL

BLAKE GAYNOR

KEITH SHRADER

HARRY ERVIN

LEIGH ANNE WADE

JENNIFER BAYNE

JACKIE WOODARD

ENNIS BREWER

BETH MCMAHON

CLARA ST JOHN

MICHAEL SULICK

ARTHUR BONILLA

CLIFTON PLANK

MICHAEL BANNDITINI

LARRY CHAVIS

JAMES GILLIAM

SOFIA CABELL

DANIEL KOSTURA JR

HAZEL GONZALEZ

JOSEPH CERVAY

CORBIN HAHN

STEVEN FOWLER

TRACY HODO

CLIFTON GROCE

MICHAEL SWEENEY

DARRYL WASHINGTON

EMC MORTGAGE CORP

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CHRISTOPHER WEEKS

AUDREY J. TROXELL

198

199

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VEGA PECUNIA-FRANCISCO

MOZELLA HARVEY

FREDDY TAVERAS

CBMM PROPERTIES LLC

ANTHONY WILLIAMS

BARBARA MCHONE

ANITA GROVE

RONNIE HOLLIDAY

STEVEN GAMBLE

LUCILLE ROBINSON

JESUS TIRADO

LAND DEVELOPMENT & MANAGEMENT

CARLSTON GOULD

CAROLINA TELEPHONE

HAROLD KIDD

WILLIAM LINDSAY

TRINA RIDDLE TRUST

WILLIAM LINDSAY

CATHERINE FAIRCLOTH

CAROL POWELL

AAMIR QURESHI

MYRL CLINARD

HAROLD KIDD

RAEFORD CHRISTIAN FELLOWSHIP

JESUS TIRADO

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MYRL CLINARD

ELEANOR THOMAS

JAMES SANDERS

JAMES SANDERS

VINCENT WEST

JAMES SANDERS

WAYMAN MCCORQUODALE

JAMES SANDERS

KATHY SETTLE

WILLIAM SCOTT

SEAVY HALES

JANET HEDGPETH

SEAVY HALES

WARREN SLOTTERBACK

WILLIAM WRIGHT

JAMES WRIGHT

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112 AMERICAN TOWER (EASEMENT)

CD

A

B