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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
27,200
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
PI Sta 391+56.25
D
L = 932.24’
T = 509.51’
R = 930.00’
PI Sta 404+63.05
D
L = 516.24’
T = 264.96’
R = 930.00’
PI Sta 428+87.98
D
L = 613.62’
T = 318.45’
R = 930.00’
PI Sta 452+03.81
D
L = 1,096.77’
T = 622.23’
R = 930.00’
PI Sta 461+21.56
D
L = 617.66’
T = 320.70’
R = 930.00’
-L4-
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
-L4-
PI Sta 472+22.25
D
L = 756.63’
T = 400.67’
R = 930.00’
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
ROLL 3C OF 5
ALTERNATIVE 4
RO
LL 3C
OF 5
RO
LL 3C
OF 5
AL
TE
RN
ATIV
E 4
AL
TE
RN
ATIV
E 4
2015NC OneMap
AERIAL REFERENCE:
PUBLIC MEETING MAPP
UB
LIC
ME
ETIN
G
MA
PP
UB
LIC
ME
ETIN
G
MA
P
CABARRUS COUNTYC
AB
AR
RU
S
CO
UN
TY
CA
BA
RR
US
CO
UN
TY
1058
1062
1068
1046
1035
1111
1125
1086
1087
1078
1098
1104
1091
940
946
933
950
913
928
929
1003
1002
997
969
972
965
966
988
981
407
410
411
412402
430431
408
378
445417
416
445
452
441
792
500
499
503
505
533
516
466
473
472
475
493
517
440
451
506
524
532
549
547
531
507
250
1127
1105
959
1000
340
341
380
381
382
396
398
399400
401
413
435
470
471
476
494
498
504
510515
520
521
525530
537
544
545
572
574
591
613
622
640
648
665
667
687753
538
665
458
458
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
C
A
C
A
C
A
CA
CA
CA
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A C
A
C
A
C
A
C
A
C
A
C
A
C
A
MA
TC
HLIN
E S
HEET 4 -L- STA. 489+
00
MA
TC
HLIN
E S
HEET 2 -L- STA. 360+
00
PLANS
0
GRAPHIC SCALE
50100 100 200
250
340
341
378
380
381
382
396
398
399
400
401
402
407
408
410
411
412
413
416
417
430
431
435
440
441
445
451
452
458
466
471
472
473
475
476
493
494
498
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500
503
504
505
506
507
510
515
516
517
520
521
524
525
530
531
532
533
537
538
544
545
547
549
572
574
591
613
622
640
648
665
667
685
687
753
792
905
908
913
922
925
926
929
933
940
946
950
951
960
965
966
969
972
973
979
981
988
991
997
1001
1002
1003
1004
1005
1035
1046
1052
1058
1062
1068
1075
1078
1086
1087
1091
1092
1098
1104
1107
1111
1114
1125
ASHE GARY L TRUSTEE
CABARRUS COUNTY
CABARRUS COUNTY
CYPRESS HILL FARM INC
CAUBLE LARRY A
DESORMEAUX BONITA Y
CABARRUS COUNTY
SMITH THOMAS WRENN
CIFELLI JEFFREY F
CAUBLE LARRY A
CRUTCHFIELD ANDREW DAVID
EGGERS CARROLL D
BLAKE ROBERT E
KATSANOS GUS
CARVIN JONATHAN
CARVER RALPH J JR & WIFE
MURPH SHIRLEY LF EST
MURPH SHIRLEY LF EST
WATERS JAMES C
WATER AND SEWER AUTHORITY OF
WATER AND SEWER AUTHORITY OF
STONE PROPERTIES AND
MCCRAE THOMAS O
ERJOLA 550 KINDERKAMACK LLC A
MARBURGER FAMILY ASSOC LTD PTR
MARBURGER FAMILY ASSOC LTD PTR
CABARRUS COUNTY
UNICA U B O
MARBURGER FAMILY ASSOC LTD PTR
SMITH THOMAS WRENN
MARBURGER FAMILY ASSOC LTD PTR
CABARRUS COUNTY
MARBURGER FAMILY ASSOC LTD PTR
MARBURGER FAMILY ASSOC LTD PTR
MARBURGER FAMILY ASSOC LTD PTR
BAKER DAVID J & WIFE
MARBURGER FAMILY ASSOC LTD PTR
TRITT HARLEY D AND
ROCKY RIVER CROSSING LLC
WARD JAMES JR & WIFE
CAUBLE RAYFORD E & MARY P
MCALLISTER ROBERT
EARNHARDT J W ESTATE
WATSON KIM J
MAR-MECK DEVELOPMENT LIMITED PARTNERSHIP
MAR-MECK DEVELOPMENT LIMITED PARTNERSHIP
CLANTON FAYE B&HSB ROBERT A JR
EARNHARDT J W ESTATE
AYALA MARIA GUADALUPE RAMIREZ
AYALA MARIA GUADALUPE RAMIREZ
CLANTON FAYE B&HSB ROBERT A JR
ROCKY RIVER CROSSING LLC
BEAM RANDAL G & WIFE
ODELL VOLUNTEER FIRE DEPT INC
ODELL VOLUNTEER FIRE DEPT INC
FORTNEY ROGER L
BEAM RANDAL G & WIFE
IRVIN LOUISE S
ROCKY RIVER CROSSING LLC
HARRISBURG TOWN CENTER IX LLC
VSP BUSINESS LLC
WILCOHESS LLC A DELAWARE LLC
HARMON ROBERT LEE JR
BAUCOM ROGER D
SUSTAR/LITTLE LLC
SUSTAR/LITTLE LLC
KANNAPOLIS ODS LLC - AN OH LLC
ODELL LIONS CLUB
WHIPPLE NANCY BROWN
SUSTAR/LITTLE LLC
SMITH THOMAS R & SANDRA
ROCKY RIVER ENTERPRISES LLC
SUSTAR/LITTLE LLC
DENNIS WALTER D
SHIVADECKER HARRIETT H
YAWN DAVID GLENN
CABARRUS COUNTY
MCCURDY PATRICK MATTHEW
RAMSEUR DOLPHAS E
CLARKE KARA A
KERN CHRISTIAN SETH
TESLER BRIDGET G
DARNELL JAMES
MCGUIRT RICHARD J & WIFE
WATERS WILLIAM
SHERMAN PATRICK R & WIFE
IRVIN JAMES M & WIFE GAY H
BLAKE ROBERT E
ERJOLA 550 KINDERMACK LLC
BYRD EMMETT
MARBURGER TIMOTHY S &
JACKSON RICHARD L
CANTADORE FRANCIS GEORGE II
MARBURGER TIMOTHY S
BLACKWELL MIKE G
RHODES ERIC E
ARBOR OAKS PROPERTY
BYRD EMMETT
COOPER TONY R & BECKY S
FARRIS GERARD
BURWELL DORINDA D
HARKEY MARY E
WHITTINGTON JEFFREY KEITH
LITAKER JAMES F
JOHNSON TAMIKA S
LARRABEE-PELFREY LAURA J
PAGE FRANKLIN DUANE
RAMSEUR PATSY M
IRVIN WILLIAM A & CAROLYN J
CURLEE LEWIS E DR
CHICK GLEN EARL
BOSLEY FAMILY TRUST
SMITH MICHAEL C
LARRABEE BARBARA J TRUSTEE
WILLIAMSON ANDREW SPENCER
IRVAN VERGIL
NASH RICHARD ALLEN
CABARRUS COUNTY &
ALLISON ALAN LEE
WOLCOTT KAREN
SMITH MICHAEL C
STEEN FRED F & WIFE BETTYE H
MARBURGER TIMOTHY S &
928 KING JOHN P
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. 2
693 (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. 2693 (D
AVID
SO
N-C
ON
CO
RD
RD.)
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
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
DESIGN DATA -L-
0.04=Max. Superelev.
50 mph=Design Speed
Arterial=Functional Class.
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:
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
PROPOSED TRAFFIC SIGNAL
920 MADEIRA BRIAN P
959 MARINO MASON E
978 MAHON WILLIAM L JR &
1000 FOSTER BRADLEY D
1008 DELLINGER THOMAS B II
1029 SEAMON DANNY LEE & WIFE
1057 BLACKWELL MIKE G
1072 SHERRILL NATHAN B
1079 SEAY DANIEL
1082
1084
MAHON WILLIAM L JR &
FREEZE MAURICE DEAN
1105 DELGADO EDGARD
1115 COOPER THOMAS D
1120
1123 LEONARD DAVID M
1127
PETERS RANDALL & CAMMIE H
MANCINO VINCENT / WENDY D
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
UPON MUNICIPAL AGREEMENTS.
SIDEWALK & MULTI-USE PATHS: THE CONSTRUCTION OF SIDEWALKS AND MULTI-USE PATHS ARE CONTINGENT
MULTI-USE PATHS ARE CONTINGENT UPON MUNICIPAL AGREEMENTS.
SIDEWALK & MULTI-USE PATHS: THE CONSTRUCTION OF SIDEWALKS AND
390+00
395+00
400+00
405+00
410+00
415+00
420+00
425+00
430+00
435+00
440+00
445+00
450+
00
455+00
460+00
465+
00 470+
00
-L4-
PC Sta. 3
86+46.7
4
-L4- P
T Sta. 395
+78.9
7
-L4- P
C Sta. 40
1+98.09
-L4- P
T Sta. 407+14.3
3
-L4- P
C Sta. 425+69.5
3
-L4-
PT
Sta. 431+
83.15
-L4-
PC Sta. 445+81.58
-L4- PT Sta. 456+78.35
-L4- PC Sta. 458+00.85
-L4- PT Sta. 4
64+18.51
475+00
-L4- PC Sta. 4
68+21.5
8
-L4-
PT
Sta. 475+78.2
2
-L- Sta. 460+79.42
-L4- Sta. 478+00.00=
-L-
PC Sta. 463
+07.6
2
F
C
F
C
C
F
C
F
F
F
F
F
F
C
C
C
F
C
F
F
F
C
C
C
F
C
F
F
C
C F
F
F
C
C
C
F
C
F
F
F
C
C
C
F
F
C
C
C
C
C
F
C
F
C
F
FC
C CF F
C
C
64.5’
59.5’
59.5’
59.5’
59.5’
59.5’
59.5’
59.5’
59.5’59.5’
59.5’
59.5’
365+00 370+00
375+00
380+00
385+00
25+00
20+00
15+00
-L-
PC Sta. 363
+13.8
3
-L-
PT
Sta. 3
68+11.8
2
-L-
PC Sta. 3
70+29.5
1
-L-
PT
Sta. 375+20.2
5
-Y23- P
T Sta. 22+
73.26
-Y23-
PC Sta.
20+49.
03
-Y23-
PT Sta.
13+45.
49
-Y23-
-Y23-
-Y23- P
OT Sta. 10
+00.0
0
-Y23- P
C Sta. 11+
79.85
360+00
465+00470
+00
475+00
480+00
485+00
-L-
PC Sta. 463
+07.6
2
-L-
PT Sta. 4
69+72.2
9
-L-
PC Sta. 4
82+10.6
6
-L-
PT
Sta. 488+37.4
6F
CC
F
F
C
FF F C
CF F C F
F C C
F C
F
F
F
F
C
C
F
F
F
F
F
F
F
C F
64.5’
59.5’
40.5’28.5’
34.5’3
4.5’
59.5’
28’
28’
28’
28’
36’
64.5’
59.5’
59.5’
59.5’
59.5’
59.5’
59.5’
59.5’
59.5’59.5’
59.5’
59.5’ CO
DDLE C
REEK
RESERVOIR
DON T. HOWELL
RESERVOIR
DON T. HOWELL
RESERVOIR
DON T. HOWELL
FOREST
ROLLINGWOOD
COMMONS
ARBOR
ANIMAL HOSPITAL
CODDLE CREEK
CHURCH
THE VILLAGE
FIRE DEPARTMENT
ODELL VOLUNTEER
ELEMENTARY SCHOOL
W.R. ODELL
RETAINING WALLPOTENTIAL
RETAINING WALLPOTENTIAL
-Y23-
-Y23-
73
-L-
73
-L-
73
-L-
-Y23-
-Y23-
PRIV
ATE D
R.
LA FO
REST LN.
S.R. 15
07
TOUCH
ME
NOT
L.N.
DAVIDSON HWY. N.C. 73
DAVIDSON HWY. N.C. 73
RIDING TRAIL LN.
S.R. 1529
OD
ELL S
CH
OO
L RD.
S.R. 14
42
OD
ELL S
CH
OO
L RD.
S.R. 14
42
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