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AND UTILITY)CONSTRUCTION,

PROPOSED EASEMENTS (DRAINAGE,

EXISTING ROADWAY TO BE REMOVED

PROPOSED ROADWAY

EXISTING ROADWAY

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY (GIS)

LAKES, RIVER, STREAMS AND PONDS

PROPOSED RIGHT OF WAY

PROPERTY LINES (GIS)

EXISTING TRAFFIC SIGNAL

PROPOSED TRAFFIC SIGNAL

PROPOSED CONTROL OF ACCESS

AND UTILITY)CONSTRUCTION,

PROPOSED EASEMENTS (DRAINAGE,

EXISTING ROADWAY TO BE REMOVED

PROPOSED ROADWAY

EXISTING ROADWAY

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY (GIS)

LAKES, RIVER, STREAMS AND PONDS

PROPOSED RIGHT OF WAY

PROPERTY LINES (GIS)

EXISTING TRAFFIC SIGNAL

PROPOSED TRAFFIC SIGNAL

PROPOSED CONTROL OF ACCESS

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SHEET 3 OF 3

UNION COUNTY

PUBLIC MEETING MAP

RD TO DICKERSON BLVD

JUST WEST OF ROCKY RIVER

U-5764: WIDENING ON US 74 FROM

US 74 AND SECREST SHORT CUT RD

U-5931: INTERSECTION IMPROVEMENTS AT

TIP PROJECTS: U-5764 & U-5931

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-5764

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-5764

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U-5931

(ENGLISH)

0' 50' 100'

25'

50'

(ENGLISH)

0' 50' 100'

25'

50'

HENRY B. SMITH, JR.BRUCE H. GRIFFIN, JR., AND

TY-PAR REALTY, INC., BRUCE H. GRIFFIN, SR.,

2761 ROLLING HILLS, LLC

CHICK-FIL-A, INC.

L. CARLTON TYSON

PMS ENTERPRISES

APRIL COLLINSAND WIFE,

J. BRENT COLLINS

ENTERPRISES, LTD.MYERS FAMILY

SANGITA K. PATELAND WIFE,

KAUSHIK B. PATEL

FOR HUMANITY, INC.COUNTY HABITAT UNION-ANSON

STARNESRONNIE DALE

CLARA E. HANLEYAND WIFE,

RAYMOND F. HANLEY

ADNAN NASRALLAHAND WIFE,

ZIAD A. NASRALLAH

ATLANTIC SKYLINE INVESTMENT, LLC

CVS 3593 NC, LLC

MSG COMMERCIAL PROPERTIES, LLC

FERNIEHIRST, LLC

ESTATE HOLDINGS, LLCFIRST CHARTER REAL

LLCPROPERTIES,

HALLE

RESTAURANTS, INC.SHOWMARS

CMAC PROPERTIES 212, LLC

PB H PG 311HOME CENTERS, INC

TO REMAIN WITH LOWE'S REMAINDER OF OUTPARCEL

BHOLENATH, INC.

FRANCIS LLC

CALLAWAY PLAZA ASSOCIATES, LTD.MC JETTON, LLC AND

R & M PROPERTIES

VINSON ENTERPRISES, INC.

TYSON CENTER, LLC

APARTMENTS, LLCEAST BROADWAY

CONNELL FAMILY PROPERTIES, LLC

ADVERSTISING, INC.ADAMS OUTDOOR

TY-PAR, INC.

API MONROE, LLC

DEVELOPERS, LLCCHERRY LOG

FAMILY LLCFRANCIS SIMPSON

MABEL H. BIVENS, A AND

J.W. BIVENS, JR., A

BUSINESS TRUSTESTATE

WAL-MART REAL

ET AL.EQUITIES LLC,

MONROE CROSSING

PIZZA HUTS, INC.CAROLINA ET AL.

EQUITIES LLC,MONROE CROSSING

ET AL.EQUITIES LLC,

MONROE CROSSING

PROPERTIES, LLCXIAO EAST COAST

OF AMERICA, INC.TACO BELL

INVESTMENTS, INC.SONLIGHT

OF MONROEBELK BROTHERS

CORPORATIONBURGER KING

SAKRON, LLC.

MONROE PROPERTIES, INC.

ET AL.EQUITIES LLC,

CROSSING MONROE

INCORPORATEDZ.V. PATE,

COMPANY, INC.INVESTMENT KIMBRELL'S

PROPERTIES, INC.MONROE

ADDIE NANCE WITMOREWITMORE AND WIFE,

JAMES CLYDE

ET

AL.

EQ

UITIES LL

C,

MO

NRO

E C

RO

SSIN

G

PROPERTIES, LLC.ELM

INVESTMENTS, LLCPACIFIC GROUP

INVESTMENTS, LLCPACIFIC GROUP

COUNTRY CLUB, INC.ROLLING HILLS

PROPERTY, LLC ROAD

ROUNDTABLE

PRODUCTS, INC.PLURIBUS

INVESTMENTS, INC.E & E

COMPANY, LLCHYATTS LAND

INVESTMENTS, INC.BAM

HOSPITALITY, LLCSHRI VASUDEV

REALTY GROUP, LLCPENNINGTON

ASSOCIATESPLAYER FAMILY

SREE-TBM-MONROE, LLC

TY-PAR REALTY, INC.

TY-PAR REALTY, INC.

TY-PAR REALTY, INC.

REALTY, INC.TY-PAR

INC.KARMART,

GROUP II, LLC. PROPERTY CAMBRIDGE

FUND 8, LLCBOND STREET

SHRI KRISHNA, INC.

CITY OF MONROE

GROUP LLCTHE QUACH

OF NORTH CAROLINANATIONAL BANK

FIRST UNION

PROPERTIES, LLCCISA COMMERCIAL

ADDIE NANCE WITMOREAND WIFE,

JAMES CLYDE WITMORE

GROUP FENIX, INC.

JANICE M. MORRISONAND WIFE,

ROBERT M. MORRISON CENTER, LLCTOWN SQUARE

CENTER, LLCTOWN SQUARE

ISH K. CHOPRA

J J & H INVESTMENTS, LLC

HUMPHRIES, JR.HERBERT B.

CREDIT UNIONSTATE EMPLOYEES

RUTH GORDONFRED M. GORDON AND WIFE,

ADDIE NANCE WITMOREAND WIFE,

JAMES CLYDE WITMORE

EVELYN B. BROOMEAND WIFE,

KENNETH E. BROOME

LOWE'S HOME CENTER INC #88

SECRESTGRETTA ANN SECREST AND

JOSH MARION

ANN SECRESTAND GRETTA

SECREST JOSH MARION

DEVELOPERSPARTNERS WESTSIDE

GROUP, LLCREALTY

PENNINGTON

LLCINVESTMENTS,

FRUGAL

LLCPROPERTIES-BFR,

WINCHESTER HELMSDONNA L. AND WIFE,

HELMS RICHARD K.

RUSHINGRON R.

ANDHILL,

SYBILC. AND WIFE, ROY H. HILL

PROPERTYMISSING

PROPERTIES, LLCMVM CROOK

COUNTRY CLUB, INC.ROLLING HILLS

DESIGN DATA

Max Superelev.Design Speed Functional Class.

===

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

0.0460/50 MPHPRINCIPAL ARTERIAL

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

DESIGN DATA

Max Superelev.Design Speed Functional Class.

===

0.0460/50 MPHPRINCIPAL ARTERIAL

ISLANDS, SIDEWALKS, CURB AND GUTTERPROPOSED STRUCTURES, RETAINING WALLS,

ISLANDS, SIDEWALKS, CURB AND GUTTERPROPOSED STRUCTURES, RETAINING WALLS,

TYPICAL SECTION NO. 2

VAR.

3:1 MAX

3:1 M

AX

GROUNDORIGINAL

GROUNDORIGINAL

5'-0" 3'-6"1'-6"

10'-0"

0.02VAR.

3:1 M

AX

3:1 MAX

GROUNDORIGINAL

GROUNDORIGINAL

5'-0" 1'-6"

10'-0"

0.02

6"

12'-0"12'-0"12'-0" 12'-0"12'-0"12'-0"

GRADE

POINT

10' TO 12'

VARIES FROM

8' TO 10'

VARIES FROM

0.020 0.020

15'-0" 15'-0"

2' 2'

-L- US 74

CL

ROW ROW

ROW - 68' MIN. ROW - 68' MIN.

5' SIDEWALK 5' SIDEWALK

FOWLER SEACREST RD TO EAST OF SECREST SHORT CUT

SIX LANE SYNCHRONIZED STREET

GRADE TO THIS LINE GRADE TO THIS LINE

HIN

GE P

OIN

T

FO

R FIL

LS

HIN

GE P

OIN

T

-L- US 74

10' TO 12'

VARIES FROM

8' TO 10'

VARIES FROM

VARIES

2' TYP.2' TYP.

VARIES

FDPS

4:1

SLOPEVARIABLE

3:1

FDPS

4:1 FO

R C

UTS

6:14:1

2:1

SLOPEVARIABLE

TYPICAL SECTION NO. 1

5:1 5:1

0.02 0.08 0.020.02

GRADE

POINT

0.08 0.02

FDPS FDPS

12'12' 18'12' 12'12' 15' 6' 10'

10'

12'

4'

10'

12'

4'

8'

4'

18' 12'

8'

4'

30'

0.020.02

GRADE

POINT

5'

MIN.

5'

MIN.

FILL ROW - 101' MIN.

ROW ROW

CUT ROW - 102' MIN.

CL

ROCKY RIVER RD TO FOWLER SEACREST RD

SIX LANE SYNCHRONIZED STREET

F

F F F

F CF

F

F

F

F

F

F CF

F

F

F

CC

F

F FF

F

F F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

FF

F

F F F

F

C

F

C C

FF

F

FF

F

F

F

F

F F

F F

F

F F

F

F

F F CC

C

C

C

F

F

F

F

F

F

F

F

F

F

F

F

FFF

F

F

C

C

C

C

36'

30'

36'

36'

30'

36'

ADT

ADT

-L-

2040

2016

US 74

1300

900

1100

900

48500

39800

49100

39400

1700

11001300

1500

2800

2200

3400

3000

ROUND TABLE RD & ROLAND DRINTERSECTION OF US 74 (-L-) &

TA

BLE R

DR

OU

ND

RO

LA

ND

DR

ADT

ADT

2040

2016

DRIVEWAYSHOPS AT NOTTINHAM PARK

INTERSECTION OF US 74 (-L-) &

-L-US 74

600

500

300

100

49400

39800

900

600

49100

39400

DRIV

EW

AY

NO

TTIN

HA

M

PA

RK

SH

OPS

AT

ADT

ADT

2040

2016

-L-US 74

600

600

300

300

49700

40100

900

900

49400

39800

ADT

ADT

2040

2016

-L-US 74

200

200

300

300

49600

40000

500

500

49700

40100

DRIVEWAYROOSEVELT SHOPPING CENTER

INTERSECTION OF US 74 (-L-) &

CE

NTER

DRIV

EW

AY

RO

OSE

VELT S

HO

PPIN

G

CENTER DRIVEWAYMONROE CORNERS SHOPPING

INTERSECTION OF US 74 (-L-) &

DRIV

EW

AY

SH

OPPIN

G

CE

NTER

MO

NR

OE C

OR

NERS

ADT

ADT

-L-

2040

2016

US 74

1000

1000

2300

2300

49600

40000

49400

38900

2800

13001700

1100

4400

4400

5600

3500

WAL-MART DRIVEWAY & WILLIAMS RDINTERSECTION OF US 74 (-L-) &

DRIV

EW

AY

WA

L-

MA

RT

WIL

LIA

MS R

D

ADT

ADT

-L-

2040

2016

US 74

600

600

500

500

49400

38900

49500

39000

1100

1100

WAL-MART DRIVEWAY INTERSECTION OF US 74 (-L-) &

DRIV

EW

AY

WA

L-

MA

RT

ADT

ADT

-L-

2040

2016

US 74

7100

7200

1100

800

49500

39000

55200

44700

2900

12003200

1900

9600

9600

7500

4700

DRIV

EW

AY

WA

L-

MA

RT

WIL

LIA

MS R

D

LOWE'S DRIVEWAY & HANOVER DRINTERSECTION OF US 74 (-L-) &

ADT

ADT

-L-

2040

2016

US 74

200

200

200

200

55200

44700

55800

45300

1000

1000400

400

400

400

1600

1400

DRIV

EW

AY

WA

L-

MA

RT

WIL

LIA

MS R

D

BOJANGLES' DRIVEWAYTYSON CENTER DRIVEWAY &

INTERSECTION OF US 74 (-L-) &

ADT

ADT

2040

2016

-L-US 74

500

500

300

300

56000

45500

800

800

55800

45300

UNION SQUARE DRIVEWAYINTERSECTION OF US 74 (-L-) &

DRIV

EW

AY

UNIO

N

SQ

UA

RE

ADT

ADT

-L-

2040

2016

US 74

400

400

100

100

56000

45500

56700

46200

700

600200

200

500

500

800

800

DRIV

EW

AY

ZA

XB

Y'S

DRIV

EW

AY

UNIO

N

SQ

UA

RE

ADT

ADT

-L-

2040

2016

US 74

300

300

1200

1100

56700

46200

54200

48800

2600

2600

DICKERSON BLVD (NC 200)MONROE SHOPPING CENTER & INTERSECTION OF US 74 (-L-) &

UNION SQUARE DRIVEWAYZAXBY'S DRIVEWAY &

INTERSECTION OF US 74 (-L-) &

ADT

ADT

-L-

2040

2016

US 74

200

200

100

100

54200

48800

300

300

ADT

ADT

-L-

2040

2016

US 74

100

100

100

100

55900

49700

53200

47800

600

6001700

1700

200

200

2300

2300

MONROE SHOPPING CENTER INTERSECTION OF US 74 (-L-) &

MONROE CROSSING DRIVEWAY MONROE SHOPPING CENTER & INTERSECTION OF US 74 (-L-) &

ADT

ADT

-L-

2040

2016

US 74

6800

6000

2100

1300

53200

47800

59300

53900

2000

2000600

600

9900

8300

3600

3600

CROSSING DRIVEWAY SECREST SHORT CUT RD & MONROE

INTERSECTION OF US 74 (-L-) &

ADT

ADT

-L-

2040

2016

US 7459300

53900

58100

53700

1500

13002700

1500

4200

2800

SECREST SHORT CUT RDINTERSECTION OF US 74 (-L-) &

900

800

56700

50400

900

800

CE

NTER

SH

OPPIN

GM

ON

RO

E

CE

NTER

SH

OPPIN

GM

ON

RO

E

CE

NTER

SH

OPPIN

GM

ON

RO

E

DRIV

EW

AY

CR

OSSIN

GM

ON

RO

E

CU

T R

DS

HO

RT

SEC

REST

IMPACTS AND DRIVEWAY TIES

ALSO BE DETERMINED DURING FINAL DESIGN USING FINAL SURVEYS.USING FINAL GROUND SURVEYS. FINAL DRIVEWAY LOCATIONS WILL

DESIGNERS WILL ATTEMPT TO MINIMIZE IMPACTS WHERE FEASIBLEPRELIMINARY GROUND SURVEYS. DURING THE FINAL DESIGN STAGE,

HEARING MAP ARE BASED OFF OF PRELIMINARY DESIGNS AND LIMITS OF CONSTRUCTION AND THEIR IMPACTS SHOWN ON THIS

(NC 200)

BLV

D

DIC

KERS

ON

13100

6900

11500

10300

25700

18400

54300

48900

CU

T R

DSEC

REST S

HO

RT

DRIV

EW

AY

CR

OSSIN

GM

ON

RO

E

ROLLIN

G

HILLS D

R

RO

LA

ND

DR

ROUND TABLE RD

LANCELO

T DR

WILLIA

MS R

D

HANOVER DR

KIN

G

ARTH

UR

DR

LIC

K BRA

NC

H

LICK BRAN

CH

LIC

K

BR

AN

CH

(SR 12

23)

DIC

KERS

ON

BLV

D

CREEK TRIB

UTA

RY

STE

WA

RTS

(SR 1501)

SECREST SHO

RT CUT RD

MONROE CROSSING

MONROE SHOPPING CENTER

WAL-MART

LOWE'S

BUICK GMCGRIFFIN

-L- POT 224+63.43

END CONSTRUCTION

END TIP PROJECT U-5931

-L- POT 207+80.00

BEGIN TIP PROJECT U-5931

END TIP PROJECT U-5764

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