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NC 73DAVIDSON HWY
NC 73DAVIDSON HWY
20402017
ADT
LESS THAN 50 VPD1-
EXISTING INTERCHANGE
VEHICLES PER DAY###
VILLAGE COMMONS DR
WELLINGTON CHASE DR
POPLAR TENT RDSR 2424
SHILOH CHURCH RDSR 2424
CROSSING DRSR 2491 MEADOW
34,800
28,400
14,800
8,800
3,800
2,600
3,000
2,400
11,000
6,400
3,400
2,200
22,400
12,400
26,400
24,000
1,200
800
600
600
400
200
800
800
600
400
1,600
1,200
26,000
23,200
2,000
1,600
800
600
800
800
2,800
2,200
6,400
5,200
3,200
2,800
26,400
24,000
PI Sta 282+44.74
D
L = 557.66’
T = 278.94’
R = 8,000.00’
PI Sta 290+16.87
D
L = 505.76’
T = 252.96’
R = 8,000.00’
-L-
PI Sta 340+57.89
D
L = 299.06’
T = 149.74’
R = 2,300.00’
PI Sta 349+16.68
D
L = 286.38’
T = 143.21’
R = 8,000.00’
PI Sta 11+61.44
D
L = 122.71’
T = 70.42’
R = 100.00’
-Y19A-
PI Sta 253+49.39
D
L = 464.28’
T = 235.08’
R = 1,200.00’
DS = 50 MPH
e = 04
DS = 50 MPH
e = NC
DS = 50 MPH
e = NC
PI Sta 11+70.35
D
L = 338.43’
T = 170.35’
R = 1,200.00’
PI Sta 22+23.02
D
L = 624.26’
T = 318.27’
R = 1,300.00’
PI Sta 37+63.24
D
L = 417.15’
T = 212.62’
R = 875.00’
PI Sta 12+25.59
D
L = 261.12’
T = 136.97’
R = 350.00’
PI Sta 18+48.45
D
L = 110.86’
T = 55.90’
R = 350.00’
PI Sta 13+82.19
D
L = 750.81’
T = 382.19’
R = 1,630.05’
PI Sta 18+45.14
D
L = 180.41’
T = 94.33’
R = 250.00’
PI Sta 23+07.00
D
L = 343.10’
T = 204.75’
R = 250.00’
-Y57-
PI Sta 27+76.51
D
L = 483.79’
T = 247.50’
R = 930.00’
-Y18- -Y18A-
DS = 50 MPH DS = 50 MPH
e = 04
DS = 50 MPH
e = 04
DS = 50 MPH
e = MATCH EXIST
DS = 30 MPH DS = 30 MPH
e = 04
DS = 30 MPH
e = 04e = Match Exist
DS = 20 MPH
e = 03
DS = 20 MPH
e = 03
PI Sta 321+88.42
D
L = 1,235.75’
T = 619.11’
R = 8,000.00’
DS = 50 MPH
e = NC
DS = 50 MPH
e = NC
DS = 50 MPH
e = 03
52-BJ-84P06
01
52-BJ-84P06
01
GROUND
ORIGINAL4:1 TO
2:1VARIES
GROUND
ORIGINAL
4:1 TO 2:1
VARIES POINT
GRADE
0’-12’
VARIES
5.5’ - 29.5’
VARIES
2’ 12’ 12’ 12’ 2’
5’4.5’
10’
5’ 4.5’
10’
POPLAR TENT RD
CL
-Y18-
GRADE
GROUND
ORIGINAL4:1 TO
2:1VARIES
GROUND
ORIGINAL
POINT
52-BJ-84P06
01
52-BJ-84P06
01
4:1 TO 2:1
VARIES 52-BJ-84P06
01
2’ 12’ 12’ 2’0’-12’
VARIES
-Y18A-
5’4.5’
10’
5’ 4.5’
10’ 5.5’ 12’ 0’-12’
VARIES
QUADRANT RDAT POPLAR TENT RD
CL
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
4:1 TO
2:1VARIES4:1 TO 2:1
VARIES
GROUND
ORIGINAL
GROUND
ORIGINAL
GRADEPOINT
52-BJ-84P06
01
52-BJ-84P06
01
10’10’
DAVIDSON-CONCORD RD TO POPLAR TENT RD
17’ - 20’VARIES
17’ - 20’VARIES 2’ 12’ 12’ 12’ 12’ 2’
5’ 5’
CL
30’
-L-
NC HIGHWAY 73
VARIES 116’-122’
ROLL 2 OF 5
ALL ALTERNATIVES
RO
LL 2 O
F 5
AL
L
AL
TE
RN
ATIV
ES
RO
LL 2 O
F 5
AL
L
AL
TE
RN
ATIV
ES
NC OneMap, 2015AERIAL REFERENCE:
PUBLIC MEETING MAPP
UB
LIC
ME
ETIN
G
MA
P PU
BLIC
ME
ETIN
G
MA
P
COUNTIESMECKLENBURG & CABARRUS
CO
UN
TIES
ME
CK
LE
NB
UR
G
&
CA
BA
RR
US
CO
UN
TIES
ME
CK
LE
NB
UR
G
&
CA
BA
RR
US
463
469
495
529
546
623
634
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659
669
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692698
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732
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741744
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750
751
752
755
756
757
758
761
765
770
788
494
665
WHERE POSSIBLEFULL CONTROL OF ACCESS
WHERE POSSIBLEFULL CONTROL OF ACCESS
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
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A
C
A
C
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A
MATC
HLI
NE SH
EET 1 -L- STA. 245+
00
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511
519
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770
TRITT HARLEY D AND
CABARRUS CROSSING HOMEOWNERS
N C DEPT OF TRANSPORTATION
INAARA LLC
INAARA LLC
CHRISTY RALPH STEVEN SR
HARKEY FARM LLC
BOGAN ERIKA
POLOTOV ANATOLII
OUELLETTE RICHARD J
OUELLETTE RICHARD J
OUELLETTE RICHARD J
KRAMLICH SETH
FREO NORTH CAROLINA LLC
TAYLOR FIONA A
TAYLOR FIONA A
PROGRESS RESIDENTIAL 2016-1
PROGRESS RESIDENTIAL 2016-1
MCCLAIN CHARLES RANDALL
BYRUM’S CORNER LLC A NC LLC
PROGRESS RESIDENTIAL 2014-1 BORROWER LLC
HIERS HERBERT CURTIS JR
SINCLAIR DAMITA
EVANS ANTONIO
FITZPATRICK WALTER WAYNE
LI HSIHUA
LEMUS ANGIE
KITTLE LOUISE
SAYCHAY JENNIFER
MEDINA SAMUEL A
ALLEN ISAIAH J
PROGRESS RESIDENTIAL 2015-3 BORROWER LLC
PROGRESS RESIDENTIAL 2015-3 BORROWER LLC
FIELDS LEROY III
VARGAS MANUEL F ALCANTAR
DUNN JOHN W II
AMH 2015-2 BORROWER LLC
AMH 2014-3 BORROWER LLC
AMH 2014-3 BORROWER LLC
MOLINA OSCAR A
AVERY YOLANDA EVONNE
HOPKINS APRIL M
STUMP REX A
CABARRUS CROSSING HOMEOWNERS
BENNETT NICOLE R
FREIERT RUSSELL J
FREEMAN BRENDA JACKSON
BORTA JAMES R
MCCORD JOHN ALLEN
HURLOCKER RICKY LEE &
TAYLOR ADA Q
AH4R PROPERTIES LLC
UTTLEY JAMES J
KATZ JOSHUA
RAMMINGER THOMAS E
SOLOMON MARLENE K
SOLOMON MARLENE K
AMH 2014-3 BORROWER LLC
AMH 2014-3 BORROWER LLC
PROGRESS RESIDENTIAL 2016-1
AMH 2015-2 BORROWER LLC
PINTO BEATRIZ
PROGRESS RESIDENTIAL 2015-1 BORROWER LLC
KUYKENDALL BRIAN MATTHEW
AMH 2014-3 BORROWER LLC
REDFEARN SHANNON TANIA
2013B PROPERTY OWNER LLC
FORBES LYNN
AMH 2014-3 BORROWER LLC
CABARRUS CROSSING HOMEOWNERS
CABARRUS CROSSING HOMEOWNERS
CABARRUS CROSSING HOMEOWNERS
CABARRUS CROSSING HOMEOWNERS
CITY OF KANNAPOLIS
DEESE MARY F LF EST
HARKEY FARM LLC
N-FOCUS PLANNING & DESIGN INC
HARKEY VICKI IRVIN
FREEMAN ROBBIN ARLENEA &
FREEMAN ROBBIN ARLENEA &
TALLEY CHRISTOPHER T
HENDERSON DONALD & MINNIE J
WELLINGTON CHASE HOMEOWN ASSOC
CITY OF KANNAPOLIS
CHRISTY RALPH STEVEN SR
CHRISTY RALPH STEVEN SR
DIETSCHI EUGEN M & ROSARIO/TTS
ALLEN DIANA L
RENAISSANCE SQUARE LLC
RENAISSANCE SQUARE LLC
WASHINGTON GREGORY & KENNETH N
WASHINGTON GREGORY & KENNETH N
BASS ANN B
HENDERSON DONALD & MINNIE J
STEELE ARTHUR RAY
CARSON MARY H & BARBARA CARSON
TAYLOR MORRISON OF CAROLINAS INC
CARSON SHIRLEY
ROSEBORO JOHN SHELTON
STURGUS LAVON M
JACKSON ALBERT
MOORE GEORGE H
PELHAM POINTE HOMEOWNERS ASSOCIATION INC
TAYLOR MORRISON OF CAROLINAS INC
HENDERSON ALEXANDRA D
MK EP RENAISSANCE LLC
ANTHONY APRIL
SINGH ANILKUMAR RAMJYAWAN
WILLIAMS LATORIA Q
KISER DAVID
ENTZMINGER MARQUES D
CMC-NORTHEAST INC
WELLINGTON CHASE HOMEOWN ASSOC
PELHAM POINTE HOMEOWNERS ASSOCIATION INC
RATLIFF JAMES THOMAS III
BLUE JAY INVESTMENTS LLC
FUNDERBURKE STEVEN QUINN
JONES GARLAND L
HANCOCK JEFFERY S
CITY OF KANNAPOLIS
MK EP RENAISSANCE LLC
DAVIDSON LANDS CONSERVANCY INC
MCCORKLE FRANCES G
DOMINGO GERNEL L
DYER DON
DYER DON
BLUE JAY INVESTMENTS LLC
PELHAM POINTE HOMEOWNERS ASSOCIATION INC
WILLIAMS BRUCE A JR
PRICE STEVEN KEITH
BLACK ODELL HEIR
MATHES KYLE D
JI CHANG HONG
JI CHANG HONG
PATEL TEJAS
BLUE JAY INVESTMENTS LLC
CHARLOTTE-MECKLENBURG HOSPITAL
BRADY REGINAL DION
BRADY REGINAL DION
RUSSELL JAMIE
SILLYMAN SAVANNAH
PELHAM POINTE HOMEOWNERS ASSOCIATION INC
LAQUERRE ROBERT W II
PUSKAR DANIEL R TRUSTEE
CARR THOMAS J JR
LAWRENCE JUSTIN ROBERT
WELLINGTON CHASE HOMEOWN ASSOC
LOOPER LOUIE T JR
LOOPER LOUIE T JR
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:
PLANS
0
GRAPHIC SCALE
50100 100 200
LEGEND
BUILDINGS
00000000 2017 ADT
2040 ADT
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
PROPOSED EASEMENTS
WETLAND BOUNDARIES
LAKES, PONDS, & STREAMS
EXISTING ROADWAY
PROPOSED ROADWAY
PROPERTY LINES
CITY/TOWN LIMITS
PROPOSED FULL CONTROL OF ACCESS
CURB AND GUTTER, SIDEWALK
PROPOSED STRUCTURES, CONC. ISLANDS,
PROPOSED RESURFACING
CONSERVATION EASEMENT
CEMETERY
HISTORICAL PROPERTY BOUNDARY
EXISTING OR PLANNED GREENWAY
EXISTING TRAFFIC SIGNAL
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
PROPOSED ROADWAY
PROPERTY LINES
CITY/TOWN LIMITS
PROPOSED FULL CONTROL OF ACCESS
CURB AND GUTTER, SIDEWALK
PROPOSED STRUCTURES, CONC. ISLANDS,
PROPOSED RESURFACING
CONSERVATION EASEMENT
CEMETERY
HISTORICAL PROPERTY BOUNDARY
EXISTING OR PLANNED GREENWAY
EXISTING TRAFFIC SIGNAL
PROPOSED TRAFFIC SIGNAL
-L- STA. 356+
00
MA
TC
HLIN
E S
HEET 3, 3
A, 3
B-1, 3
C
DESIGN DATA -L-
0.04=Max. Superelev.
50 mph=Design Speed
Arterial=Functional Class.
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-TURNSFAIRHAVEN LLC,
SHAMSID-DEEN, RASHEEDAH M
JAGCO ASSOCIATES,
BYRUM‘S CORNER LLC,
COLUMBUS CHPL PRESBY, AME CHURCH
SIEGEL, JEFFREY LEE
PARSONS, CLIFFORD C
PARSONS, CLIFFORD C
PARSONS, CLIFFORD C
PARSONS, CLIFFORD C
RAGAN CUMMINGS LP,
RAY, CHELSEA
PARSONS, CLIFFORD C
PARSONS, CLIFFORD C
PARSONS, CLIFFORD C
PARSONS, CLIFFORD C
PARSONS, CLIFFORD C
PARSONS, CLIFFORD C
PARSON, CLIFFORD C
PARSONS, CLIFFORD C
PARSONS, CLIFFORD C
MOSS, DEBBIE MACKIN
PARSONS, CLIFFORD C
PARSONS, CLIFFORD C
PARSONS, CLIFFORD C
PARSONS, CLIFFORD C
PARSONS, CLIFFORD C
PARSONS, CLIFFORD C
LOOPER, L T JR
PARSONS, CLIFFORD C
RAGAN CUMMINGS LP,
463
469
514
529
546
623
634
635
637
639
642
644
647
655
659
669
671
677
681
682
683
688
690
692
698
701
713
718
732
764
787
SIDEWALK & MULTI-USE PATHS: THE CONSTRUCTION OF SIDEWALKS AND MULTI-USE PATHS ARE CONTINGENT UPON MUNICIPAL AGREEMENTS.
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 MULTI-USE PATHS ARE CONTINGENT
SIDEWALK & MULTI-USE PATHS: THE CONSTRUCTION OF SIDEWALKS AND MULTI-USE PATHS ARE CONTINGENT UPON MUNICIPAL AGREEMENTS.
250+00
255+00
260+00
265+00 270+00
275+00
280+00
285+00
290+00 295+00
300+00
310+00
315+00
320+00
325+00
330+00
335+00
340+00
345+00
350+00
355+00
15+00
20+00
25+00
30+00
35+00
15+00
20+00
25+0
0
-Y18- PC Sta. 35+50.63
-Y18- PT Sta. 30+12.80
-Y18-
PT Sta. 39
+67.7
8
-Y18- PC Sta. 19+04.75
-Y18- PT Sta. 13+38.43
-Y18- PC Sta. 10+00.00
-Y18- PRC Sta. 25+29.00
15+00
20+00
-L-
PC Sta. 258+81.99
-Y17- POT Sta. 14+74.96
-Y17- POT Sta. 10+00.00=
-L- POT Sta. 258+83.96
-Y19
A-
PC Sta. 10
+91.03
-Y19
A-
PO
T Sta. 10
+00.0
0
-Y19A- PT Sta. 12+13.73
-Y19A- POT Sta. 12+53.83
305+00
-Y18A- PT Sta. 19+03.41 -Y18A- P
C Sta.
17+92.
56
-Y18A- POT Sta. 20+13.81=
-Y18A- P
T Sta. 13
+49.73
-Y18
A- P
C Sta. 10
+88.61
-Y18A- POT Sta. 10+00.00=
-Y18A- POC Sta. 13+10.20
-Y57- P
T Sta. 2
4+45.3
6
-Y57- PC S
ta. 21+02
.26
-Y57- PT S
ta. 19+3
1.22
-Y57- PCC Sta. 17+50.81
-Y57- P
C Sta. 10
+00.00
245+00
-L- POT Sta. 265+00.00
-L- P
C Sta. 251+
14.3
1
-L-
PT
Sta. 255+78.5
9
-L-
PT
Sta. 263
+69.2
5
-L-
PC Sta. 2
79+65.7
9
-L-
PT
Sta. 2
85+23.4
6
-L-
PC Sta. 287+63.9
0
-L-
PT
Sta. 292
+69.6
6
-L-
PC Sta. 3
15+69.3
2
-L-
PT
Sta. 328+05.0
7
-L-
PC Sta. 339+08.15
-L-
PT Sta. 342+07.2
1
-L-
PC Sta. 347+73.4
7
-L-
PT Sta. 350+59.8
5
-Y57- POT Sta. 25+76.61=
-Y18- POC Sta. 22+83.95
-L-
-Y18
A-
-Y58-
-Y18-
-L-
-L-
-Y17-
-Y18-
FC
C
C
C
F
F
F C C
F
FC
C
F C CF
F
F
C
C FC
C
C
F
F
FF
F
F
F
C
C
F C
CF
C
C
F
F
C
F
C
C
F
F
F
C
F
C
C
F
F
F
F
F
FF
F
C
C
C
C
C
C
C
F
FC
C
F
FF
C
F
C
F
CF
C
C
C
C
C
C
CC
C
C
F
F
F
F
F
F
61’
61’
34’40.
5’
38.7550.75’
61’
61’
34’52.5’
59.5’
59.5’
59.5’
57’
57’
59.5’
59.5’
59.5’
24’
24’
28’
28’
RO
CK
Y RIV
ER
WASHAM FARM
JESSE & MARY K.
CHAPEL
COLUMBUS
BANK
THIRD
FIFTHMcDONALD’S
TEETER
HARRIS
CROSSING
CABARRUS
POINTE
PELHAM
DISTRICT EASEMENT
WATER CONSERVATION
CABARRUS SOIL &
CAROLINA EASEMENT
FOR CENTRAL NORTH
LAND TRUST
CHASE
WELLINGTON
SQUARE
RENAISSANCE
RETAINING WALLPOTENTIAL
CVS
CREEK
MOSS
CR
US
AD
ER
WA
Y
-Y18-
-Y18
A-
-Y17-
-Y57-
73
-L-
TO
REN
AISSA
NCE
FESTIV
AL
REIN
ASSA
NC
E D
R.
SHILO
H
CH
URC
H
RD.
S.R. 16
00
PO
PLA
R TEN
T R
D.
S.R. 13
94
MEA
DO
W
CRO
SSIN
G
DR.
S.R. 2941
VIC
KERS R
D.
S.R. 18
34
CABARR
US
CRO
SSIN
G
DR.
S.R. 2949
JIM JO
HNSO
N
RD.
S.R. 16
02
WELLIN
GTO
N
CH
ASE D
R.
QU
AD
RA
NT R
D.
STA
NLEY
MC
ELR
ATH
RD.
S.R. 2423
-Y18- Sta. 11+64.78
BEGIN CONSTRUCTION
-Y18- Sta. 35+59.23
END CONSTRUCTION
-Y57- Sta. 16+00.00
BEGIN CONSTRUCTION
-Y17- Sta. 13+30.00
END CONSTRUCTION
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