NC 73DAVIDSON HWY

NC 73DAVIDSON HWY

20402017

ADT

LESS THAN 50 VPD1-

EXISTING INTERCHANGE

VEHICLES PER DAY###

ODELL SCHOOL RDSR 1442

26,400

24,000 3,400

800

3,400

2,200

3,000

2,000

3,800

3,800

14,400

12,400

15,200

12,400

26,400

27,200PI Sta 367+24.40

D

L = 1,037.06’

T = 577.00’

R = 950.00’

PI Sta 383+39.98

D

L = 1,096.18’

T = 621.80’

R = 930.00’

PI Sta 394+18.28

D

L = 1,071.25’

T = 603.93’

R = 930.00’

PI Sta 414+26.37

D

L = 972.34’

T = 533.58’

R = 950.00’

PI Sta 432+68.63

D

L = 651.87’

T = 331.96’

R = 1,400.00’

PI Sta 448+10.01

D

L = 686.57’

T = 359.77’

R = 930.00’

PI Sta 453+84.56

D

L = 163.16’

T = 81.79’

R = 930.00’

PI Sta 12+85.96

D

L = 424.22’

T = 223.29’

R = 550.00’

-Y23_ALT3-

-L3-

DS = 50 MPH

e = 04

DS = 50 MPH

e = 04

DS = 50 MPH

e = 04

DS = 50 MPH

e = 04

DS = 50 MPH

e = 04

DS = 50 MPH

e = 04

DS = 40 MPH

e = 04

-L3-

4:1 TO

2:1VARIES4:1 TO 2:1

VARIES

GROUND

ORIGINAL

GROUND

ORIGINAL

52-BJ-84P06

01

52-BJ-84P06

01

5’

POPLAR TENT RD TO I-85

10’ 2’ 12’ 12’ 12’ 12’

5’

2’4’ 4’30’

4.5’ 4.5’

10’

CL

110’

GRADEPOINT

-L-

NC HIGHWAY 73

POINT52-BJ-84P

06

01

GRADE

GROUND

ORIGINAL4:1 TO

2:1VARIES

GROUND

ORIGINAL

4:1 TO 2:1

VARIES

2’ 12’ 12’ 2’

-Y23-

5’4.5’

10’

5’ 4.5’

10’ 12’

ODELL SCHOOL RD

CL

ALTERNATIVE 3

ROLL 3B-1 OF 5

AL

TE

RN

ATIV

E 3

RO

LL 3B-1

OF 5

RO

LL 3B-1 O

F 5

AL

TE

RN

ATIV

E 3

NC OneMap, 2015AERIAL REFERENCE:

PU

BLIC

ME

ETIN

G

MA

PPUBLIC MEETING MAP

PU

BLIC

ME

ETIN

G

MA

P

CABARRUS COUNTYC

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687753

667

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1124

507

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1104

904

982

WHERE POSSIBLEFULL CONTROL OF ACCESS

WHERE POSSIBLEFULL CONTROL OF ACCESS

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ERJOLA 550 KINDERKAMACK LLC A

MARBURGER FAMILY ASSOC LTD PTR

UNICA U B O

CABARRUS COUNTY

BAKER DAVID J & WIFE

TRITT HARLEY D AND

ROCKY RIVER CROSSING LLC

EARNHARDT J W ESTATE

CLANTON FAYE B&HSB ROBERT A JR

EARNHARDT J W ESTATE

CLANTON FAYE B&HSB ROBERT A JR

ROCKY RIVER CROSSING LLC

ODELL VOLUNTEER FIRE DEPT INC

ODELL VOLUNTEER FIRE DEPT INC

ROCKY RIVER CROSSING LLC

HARRISBURG TOWN CENTER IX LLC

VSP BUSINESS LLC

SUSTAR/LITTLE LLC

SUSTAR/LITTLE LLC

KANNAPOLIS ODS LLC - AN OH LLC

SUSTAR/LITTLE LLC

ROCKY RIVER ENTERPRISES LLC

SUSTAR/LITTLE LLC

ALLISON ALAN LEE

MEENDERING JEFF S

ALLISON WILLIAM HAROLD

ICARD JEREMY

MCCORD WILLIAM H SR REVOCABLE

DE GUZMAN MARGARET LYNN

MCCORD DAVID B JR

TESLER BRIDGET G

DARNELL JAMES

KING JOHN P

SUNNYSIDE PARTNERS NC GEN PTNR

WASHAM FRED STEVEN

WHEELER MICHAEL A

ALLISON MARCY ALENE

ARBOR OAKS PROPERTY

ZHENGXI INVESTMENT LLC

BEATTIE KYLE

ERJOLA 550 KINDERMACK LLC

KIM PAUL K

MCCORD DAVID B JR

MARINO MASON E

ALLISON FRANKIE LEE

MARBURGER TIMOTHY S &

1283 ODELL LLC

MARBURGER TIMOTHY S

HUNDLEY JEREMY L

MATHIEU SERGE JOSEPH

ARBOR OAKS PROPERTY

ALLISON MICHAEL C

ALLEN MEREDITH M

ALLISON CATHERINE F

MCCORD DAVID BRICE III

FARRIS GERARD

JOHNSON TAMIKA S

BED PROPERTY MGMT LLC

KINNAMAN JASON S

MAYES ELIZABETH M

MCCORD DAVID B JR

SURRETT MARJORIE

HOOD JAMES A & WIFE LINDA R

FANT WYNDOLYN JAE

LEE JOHN S

BURRIS PHILLIP BRYAN &

KILLIAN RAY A JR

ERJOLA 550 KINDERMACK LLC

LISENBY THOMAS D

ALLEN MEREDITH M

LOWRY MARK A

JOURNEY CAPITAL LLC

BAKER DIRK

ODELL SCHOOL ROAD LLC

BICKMAN KRISTIN L

MORALES LORENZO ALBERTO

MEENDERING JEFF S

MAZZOCCHI LEE THOMAS

ALLISON ALAN LEE & SHARON S

SEIBERT MELISSA

8957 HARRIS ROAD LLC

HAYES ROY C II

CHICK GLEN EARL

UNICA U B O

MCCORD DAVID BRICE III

ALLEN MEREDITH M &

SPRINGS CHARLES B JR

ALLEN MEREDITH M

VASSALLO PHILIP L JR

WILLIAMSON ANDREW SPENCER

ANDREWS ROBERT JEFFREY

IRVAN VERGIL

NASH RICHARD ALLEN

BRADY RANDY L JR

DELGADO EDGARD

WOLCOTT KAREN

KENNEDY SHAWN O

ODELL MEADOWS LLC

LEE JOHN STEVENSON TRUSTEE

WALLACE TIMOTHY SCOTT

WARLICK KENNETH L

MARBURGER TIMOTHY S &

MANCINO VINCENT & WIFE WENDY D

MOSS CREEK VILLAGE MASTER

BURRIS DARRELL V & ANGELA A

YOW PAUL WAYNE

507 MAR-MECK DEVELOPMENT LIMITED

545 WILCOHESS LLC A DELAWARE

687 SHIVADECKER HARRIETT H

753 YAWN DAVID GLENN

938 PELOFSKY STEVEN

946 IRVIN JAMES M & WIFE GAY H

953

1028

1043

1058

1100

1102

1104HORN JAY R

MARAIS JEAN-PIERRE

MOSS CREEK VILLAGE MASTER

IRVIN WILLIAM A & CAROLYN J

BERRY ROBERT BRANDON

ALLISON FRANKIE LEE

ALLISON ALAN LEE

976 KUTNIEWSKI JUSTIN

-L3- STA. 4

46+

00

MA

TC

HLIN

E S

HEET 3

B-2

TIP PROJECT R-5706

TO U.S. HIGHWAY 29

FROM S.R. 2693 (DAVIDSON-CONCORD RD.)

TIP P

ROJE

CT

R-5706

TO

US

HIG

HW

AY 29

FR

OM

S.R. 2693 (D

AVID

SO

N-C

ON

CO

RD

RD.)

TIP P

ROJE

CT

R-5706

TO

US

HIG

HW

AY 29

FR

OM

S.R. 2

693 (D

AVID

SO

N-C

ON

CO

RD

RD.)

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

SUBJECT TO CHANGE.

ON THESE MAPS, INCLUDING UTILITY EASEMENTS, ARE PRELIMINARY AND

MAJOR EXISTING AND POTENTIAL UTILITY EASEMENTS. THE DESIGNS SHOWN

INFORMATION SHOWN ON THESE MAPS IS LIMITED TO LOCATIONS OF

ARE NOT SHOWN ON THESE MAPS OR ON OTHER DISPLAYS. THE UTILITY

TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED UTILITIES

UTILITY INFORMATION:

AT A LATER DATE.

AND ARE SUBJECT TO CHANGE. DRIVEWAY LOCATIONS WILL BE FINALIZED

DRIVEWAYS ARE NOT SHOWN, AS MAPS ARE BASED ON PRELIMINARY PLANS

DRIVEWAY NOTE:

PRIVATE DRIVEWAY CONNECTIONS ARE ALLOWED.

FULL CONTROL OF ACCESS IS PROPOSED AT ALL U-TURN LOCATIONS. NO

ACCESS NOTE:

UPON MUNICIPAL AGREEMENTS.

THE CONSTRUCTION OF SIDEWALKS AND MULTI-USE PATHS ARE CONTINGENT

SIDEWALK & MULTI-USE PATHS:

LEGEND

PLANS

0

GRAPHIC SCALE

50100 100 200

DESIGN DATA -L-

0.04=Max. Superelev.

50 mph=Design Speed

Arterial=Functional Class.

-L- STA. 3

60+

00

MATC

HLIN

E SH

EET 2

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

*

*

*the amount of traffic and is subject to changeThe need for right turn lanes is dependent on

DIRECTIONAL CROSSOVER WITH MEDIAN U-TURNS

BUILDINGS

00000000 2017 ADT

2040 ADT

EXISTING RIGHT OF WAY

PROPOSED RIGHT OF WAY

PROPOSED EASEMENTS

WETLAND BOUNDARIES

LAKES, PONDS, & STREAMS

EXISTING ROADWAY

EXISTING ROADWAY TO BE REMOVED

PROPOSED ROADWAY

PROPERTY LINES

PROPOSED FULL CONTROL OF ACCESS

CURB AND GUTTER, SIDEWALK

PROPOSED STRUCTURES, CONC. ISLANDS,

PROPOSED RESURFACING

PROPOSED TRAFFIC SIGNAL

LEGEND

BUILDINGS

00000000 2017 ADT

2040 ADT

EXISTING RIGHT OF WAY

PROPOSED RIGHT OF WAY

PROPOSED EASEMENTS

WETLAND BOUNDARIES

LAKES, PONDS, & STREAMS

EXISTING ROADWAY

EXISTING ROADWAY TO BE REMOVED

PROPOSED ROADWAY

PROPERTY LINES

PROPOSED FULL CONTROL OF ACCESS

CURB AND GUTTER, SIDEWALK

PROPOSED STRUCTURES, CONC. ISLANDS,

PROPOSED RESURFACING

PROPOSED TRAFFIC SIGNAL

MULTI-USE PATHS ARE CONTINGENT UPON MUNICIPAL AGREEMENTS.

SIDEWALK & MULTI-USE PATHS: THE CONSTRUCTION OF SIDEWALKS AND

MULTI-USE PATHS ARE CONTINGENT UPON MUNICIPAL AGREEMENTS.

SIDEWALK & MULTI-USE PATHS: THE CONSTRUCTION OF SIDEWALKS AND

365+00

370+00

375

+00

380+00

385+00

390+00

395+00

400+00

405+00

410+00

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420+

00

425+

00

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435+00 440+00

445+00

15+00

360+

00

-Y23_ALT3- P

C Sta. 10+62.

67

-Y23_ALT

3- PT Sta. 14

+86.89

-Y23_ALT3- POT Sta. 10+00.00=

-L3- P

C Sta. 3

61+

47.41

-L3- PT Sta. 371+

84.46

-L3- PC Sta. 377+18.18

-L3- P

RC Sta. 3

88+14.3

6

-L3- PT Sta. 398+85.61

-L3- P

C Sta. 408+92.79

-L3- P

T Sta. 4

18+65.13

-L3- P

C Sta. 4

29+36.6

7

-L3-

PT

Sta. 435+88.5

4

-L3-

PC Sta. 444+50.2

4

-Y23_ALT

3- P

OT Sta. 17

+45.14

-L3- POT Sta. 393+00.00

F

F

F C

F

C

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F C

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F

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F

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CC F

F

F

C

C

CF

C

F

F

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CF

C

FF

CC

C

C

F

40.5’

59.5’

59.5’

59.5’

59.5’

59.5’

59.5’

28’

28’

36’

28’

28’

28.5’

CHURCH

THE VILLAGE

ANIMAL HOSPITAL

CODDLE CREEK

FIRE DEPARTMENT

ODELL VOLUNTEER

ELEMENTARY SCHOOL

W.R. ODELL

COURTYARD OF CONCORD

THE CHILDREN’S

FAITH CHURCH

BETHEL TEMPLE

COMMONS

ARBOR

-Y23-

-Y23-

73

-L-

73

-L-

ARB

OR

CO

MM

ONS

LN.

DAVIDSO

N HWY.

N.C.

73

ODELL SC

HO

OL RD

.

S.R. 1442

S.R. 144

9 HARRIS R

D.