E
F R NP
R
T
E
O
O
LI
DP
AR
T
EN
T O
T A
TA
IO
ST
A
F N RTH C
AR
O
NA
M
S
O
TN
PLANS PREPARED BY:
0
SCALE
100’ 100’
SUBJECT TO CHANGE WITHOUT NOTICEFUNCTIONAL DESIGN
IN WAYNESVILLE.
FROM US 23/74 (GREAT SMOKY MOUNTAINS EXPWY) TO US 23 BUS (N MAIN ST)
CORRIDOR UPGRADE ON US 276 (RUSS AVE)
STATE PROJECT 50230.1.1
U-5839 HAYWOOD COUNTY
0.02 0.02
0.02 0.02
0.02 0.02
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
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
PRESENT ADT
FUTURE ADT
PROPERTY LINES
EXISTING TRAFFIC SIGNAL
AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
EXISTING UTILITY EASEMENT
PROPOSED RIGHT OF WAY
PROPOSED MEDIAN
EXISTING ROADWAY TO BE REMOVED
NOTE: AERIAL PHOTOGRAPHY DATED 2015
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
EXISTING RAILROAD RIGHT OF WAY
NATIONAL REGISTER HISTORIC DISTRICT
DATE : DECEMBER 6, 2016
CEMETERY
NAD 83
RW
RW
RW
R
W
R
W
RW
RW
RW
RW
RW
RW
R
WR
W
RW
R
W
R
W
R
W
RW
R
WR
W
R
W R
W
R W
R W
R
W
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
R
W
RO
LL 1
OF 2
PR
OJE
CT 50230.1.1 (
U-5839)
US 276 (R
USS
AV
E)
FR
OM
US 23/74 (G
RE
AT S
MO
KY
MO
UN
TAIN
S
EX
PW
Y)
TO
US 23B
BU
S (N
MAIN
ST)
HA
YW
OO
D
CO
UN
TY
US 276 (R
USS
AV
E) F
RO
M
US 23/74 (G
RE
AT S
MO
KY
MO
UN
TAIN
S
EX
PW
Y) T
O
US 23B
BU
S (N
MAIN
ST)
HA
YW
OO
D
CO
UN
TY
PR
OJE
CT 50230.1.1 (U
-5839)
RO
LL 1 O
F 2
MATC
HLIN
E -L- STA. 4
0+
00 SEE RO
LL 2
OF 2
PU
BLIC
ME
ETIN
G
MA
PP
UB
LIC
ME
ETIN
G
MA
P
-Y1- PC Sta. 10+81.05
-Y1- PT Sta. 21+74.29
-Y1- PC Sta. 20+39.28
-Y1- PC Sta. 16+25.84
-Y1- PT Sta. 17+14.81
-Y1- PT Sta. 14+07.30
-Y2- POT Sta. 17+26.57
-Y2- POT Sta. 10+00.00
-Y3- PC Sta. 15+72.70
-Y3- PT Sta. 16+49.04
-Y3- POT Sta. 16+94.56
-Y2A- PC Sta. 15+57.80
-Y2A- POT Sta. 10+00.00
-Y2A- PC Sta. 10+35.01
-Y2A- PT Sta. 10+90.63
-Y2A- PT Sta. 16+15.13
-Y2A- POT Sta. 16+17.60
-Y4- POT Sta. 10+00.00
-Y5- PC Sta. 11+44.85
-Y5- PT Sta. 13+82.26
-Y5- PT Sta. 17+70.97
-Y5- POT Sta. 18+12.61
-L- PT Sta. 27+33.40
-Y5- POT Sta. 10+00.00
-Y17- POT Sta. 12+08.19
-Y17- POT Sta. 10+00.00
-Y7- PC Sta. 14+57.94
-Y7- PT Sta. 15+39.45
-Y7- POT Sta. 16+39.18
-Y7- POT Sta. 10+00.00
-L- PC Sta. 39+36.37
-Y18- POT Sta. 16+12.68
-Y18- PT Sta. 11+70.44
-Y18- PC Sta. 11+09.03
-Y18- POT Sta. 10+00.00
-Y8- POT Sta. 13+21.87
-Y8- POT Sta. 10+00.00
-Y19- POT Sta. 10+00.00
-Y9- PC Sta. 10+00.00
-Y3- PT Sta. 10+00.00
-L- PC Sta. 22+70.78
-L- PRC Sta. 15+36.24
-L- PT Sta. 18+61.31
-L- PC Sta. 13+38.33
U-TURN BULBOUT
POINT
GRADE
POINT
GRADE
17’-6" MEDIAN
POINT
GRADE
-L- (RUSS AVE)CL
-L- (RUSS AVE)CL
-L- (RUSS AVE)CL
VARIES 4:1 TO 2:1
TYPICAL SECTION NO. 3
VARIES 4:1 TO 2:1
TYPICAL SECTION NO. 2
VARIES 4:1 TO 2:1 VARIES 4:1 TO 2:1
TYPICAL SECTION NO. 1
VARIES 4:1 TO 2:1
VARIES 4:1 TO 2:1
-L-
PI Sta 12+53.05
D
L = 326.25’
T = 172.00’
R = 416.74’
PI Sta 16+70.84
D
L = 88.97’
T = 45.00’
R = 239.86’
PI Sta 21+07.28
D
L = 135.00’
T = 68.00’
R = 455.49’
-Y1-
-Y5-
-Y7-
PI Sta 11+39.98
D
L = 61.41’
T = 30.95’
R = 200.00’
-Y18-
PI Sta 13+20.47
D
L = 86.87’
T = 46.39’
R = 100.00’
-Y19-
PI Sta 15+02.63
D
L = 81.51’
T = 44.69’
R = 80.00’
-Y3-
PI Sta 15+87.58
D
L = 57.33’
T = 29.78’
R = 86.00’
PI Sta 10+65.00
D
L = 55.63’
T = 29.99’
R = 60.00’
PI Sta 16+13.59
D
L = 76.34’
T = 40.89’
R = 86.00’
-Y2A-
PI Sta 40+09.37
D
L = 145.98’
T = 72.99’
R = 10,000.00’
PI Sta 12+66.56
D
L = 242.69’
T = 127.00’
R = 333.57’
PI Sta 16+67.80
D
L = 208.16’
T = 105.00’
R = 643.05’
PI Sta 14+37.85
D
L = 197.90’
T = 99.52’
R = 756.00’
PI Sta 25+16.83
D
L = 462.63’
T = 246.05’
R = 549.00’
PI Sta 16+79.59
D
L = 280.07’
T = 143.35’
R = 533.00’
10
15
20
25
30
-L- POT Sta. 9+99.27BEGIN TIP PROJECT U-5839
35
40
30
29
28
27
26
25
24
23
22
21
20
EDWIN D. EZELL AND WIFE SHIRLEY B. EZELL
MARVIN DEVOE DOWNS AND BARBARA AND DOWNS
CHARLES RIVERS PROPERTIES, LLC
WILLIAMS S. CUNNINGHAM
WALLACE JOSH CROWE AND WIFE PAMULA MARTIN
WILLIAM D. SCHULHOFER AND E. JAKE SCHULHOFER
WILLIAM D. SCHULHOFER
HARDEE’S RESTAURANTS LLC
GEORGE T. WOOD AND WIFE KAREN D. WOOD
FREDRICK R. SPENCER, SR. AND WIFE JACKIE T. SPENCER
DONALD V. OVERBAY AND WIFE STACY H. OVERBAY
JACK C. BISHOP, JR. AND EVE K. BISHOP CO-TRSUTEES
EDUARDO VILLAVECES AND WIFE TRACY L. EDWARDS
PLEMMONS COMPUTER RESOURCES & TRAINING, INC
SMOKY MOUNTAIN MENTAL HEALTH DEVELOPMENT FOUNDATION
VIOLA N. FORGA AND LANA CHRISTINE FORGA, TRUSTEES
HAYWOOD RENTALS, LLC
CAROLYN B. INGRAM, CHARLES M. INGRAM, RICHARD W. BRUNETTE, AND BETTY T. BRUNETTE
232 / 236 MAIN STREET, LLC
KRISTIN COFFEY, ELENOR COFFEY
HAGAN-MCCRACKEN FARMS, LLC
MORANCE PROPERTIES, A DIVISION OF CAROLINA AUTO PARTS WAREHOUSE CO.
CLARENCE R. ROBINSON AND WIFE MARTHA B. ROBINSON
EDITH SUMMERROW WHISENHUNT
GERALD EDWARD BLAYLOCK AND WIFE, CHERRY C. BLAYLOCK
SETH A. YARBOROUGH AND WIFE, CRYSTAL B. YARBOROUGH
JENNIFER MCCREW KELLY
8615-38-9970, PAL PARKER, JR. TRUSTEE
48 PROPERTIES, LC, NORTH CAROLINA LLC
CHARLES W. HIPPS AND WIFE JANE HIPPS
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
YEAR 2016 ADT
7700
600
12300
<50 200
300 7000
600
13300
<50 200
300
RU
SS
AVE
US 276
-L-
-L-
RU
SS
AVE
US 276
YEAR 2016 ADTWAYNESVILLE PL
-Y18-
100
5200
14500 15200
2200 2900
<50 <50
5400
1770017000
2300 3000
<50
RU
SS
AVE
US 276
-L-
-L-
RU
SS
AVE
US 276
YEAR 2016 ADT
7000
12400 13800
2800 4200
8500
1630013400
2800 5700
RU
SS
AVE
US 276
-L-
-L-
RU
SS
AVE
US 276
YEAR 2016 ADT
7700
4300
1000
4400
5700
1100
RU
SS
AVE
US 276
-L-
YEAR 2016 ADT
1300
12300 12400
600 700
1300
1340013300
600 700
RU
SS
AVE
US 276
-L-
-L-
RU
SS
AVE
US 276
YEAR 2016 ADT
-Y3-
BRANNER AVE
7200
7700
600
100
8100
600
BUSINESS DRIVEWAY
100
<50
WALNUT ST
-Y5-
HAZEL ST
-Y4-
-Y2A-
BOUNDARY ST
BOUNDARY ST
-Y2-
5400
8100
6000
7400
BOUNDARY ST
-Y2-
700
7600
700
100
BO
UN
DA
RY ST
-Y2
A-
-Y1-
N. MAIN ST
N. MAIN ST
-Y1-
5400
4900
6000
9500
YEAR 2040 ADT
TRAFFIC DATA
TRAFFIC DATA
YEAR 2040 ADT
TRAFFIC DATA
YEAR 2040 ADT
TRAFFIC DATA
YEAR 2040 ADT
TRAFFIC DATA
YEAR 2040 ADT
TRAFFIC DATA
YEAR 2040 ADT
10’ 14’11’5’
LANELANEBIKE LANELANE
8’2’
2’-6"
10’
6"8’
2’
10’
2’-6"
6"
10’ 14’11’5’
LANELANEBIKE LANELANE
8’2’
2’-6"
10’
6"8’
2’
10’
2’-6"
6"
10’
LANE
10’ 10’11’ 11’ 5’5’
LANELANELANEBIKE LANELANE
LANEBIKE
5’ 4’6"
2’-6"
10’
6"5’4’
6"
10’
2’-6"
6"
= Urban Arterial= 40 mph
DESIGN DATA
Max. Superelev.Design Speed Functional Class.
= 0.04
HISTORIC DISTRICT
-Y1-
-N. M
AIN
ST-
-Y1-
11’11’
10’
10’10’
-BO
UN
DA
RY ST-
-Y2-
-BO
UN
DA
RY ST--Y2
A-
-W
ALN
UT ST-
-WAYN
ESVILLE PLAZA-
-LEE ST-
-Y7-
-L-
-BRA
NN
ER A
VE-
-Y3-
-Y9-
17.5’
20.5’
13’
16’
16’
12’12’
14’
10’
11’
5’
10’
14’
10’
11’
5’
-WALNUT ST-
-WALNUT ST-
-RUSS A
VE-
-DELLWO
OD RD-
-DELLWOOD RD-
14’
10’
11’
10’
11’
5’
13’
5’
11’
10’
11’
11’
10’
11’
5’
5’
11’
10’
11’
11’
10’
11’
5’
5’
11’
10’
11’
-Y5-
-Y17--
W. M
ARSH
ALL ST-
-Y4-
-H
AZEL ST-
-Y18-
-RICHLAND CREEK-
LOAN ASSOCIATIONHAYWOOD SAVINGS AND
A GENERAL PARTNERSHIP
FOWLER ENTERPRISES,
CAROLYN W. SMITH
MARY L. SMITH
ABBIE S. WILKINSAND WIFE,
CHARLES C. WILKINS
KIRKPATRICK, IIIJAMES WEAVER
WWW HOLDINGS, LLC
OF WAYNESVILLE, INC.FIRST PRESYTERIAN CHURCH
HAYWOOD COUNTY
SHANNON D. MORGANAND HUSBAND
SHERRY E. LEWIS,
ES&H PROPERTIES, LLC
ARROWHEAD, INC.AUTOBELL
TERRY E. SCHULTE
JAMES E. COPE AND
1
DORIS W. BISHOP
4
5
6
7
8
LLCCOURT
PARKWAY
PIZZA, INC.FAMILY
ANGELO’S
SANDRA S. BISHOPAND WIFE,
DONALD C. BISHOP
SANDRA S. BISHOPAND WIFE,
DONALD C. BISHOP
ACQUISITION, LLC
DEVELOPMENT &
SOUTHEASTERN
ACQUISITION, LLC
DEVELOPMENT &
SOUTHEASTERN
BRAXTONS.
LAWRENCE
LISA RITTER FERGUSON
AND WIFE,
TIMOTHY RALPH FERGUSON
CAROLINA LLC COMPANYA NORTH
YURKO PROPERTIES, LLC,
RENTALS, LLCVONFEICHTER
LOAN ASSOCIATIONAND
HAYWOOD SAVINGS
AS TRUSTEEAND KATHRYN C. GREELEY,
AS TRUSTEEJ. WELLS GREELEY,
INC.COMPANY, PUBLISHING
MOUNTAINEER
JR. TRUSTEECLIFFORD M. HARELL,
WILLIAMSONMORRIS
STANLEY
TRUSTEEOWEN,
COOPERSANDRA
REALTY LLCRWB
23
ANNA MARIE REVELSC/O
ANNA MARIE NOBECK
GWEN B. FRIZZELLAND WIFE,
SIDNEY D. FRIZZELL
CLAYTONBURGIN JAMES
N.R. COFFEY
HENDERSONBARKER BETTY
AND TRUST COMPANYFIRST CITIZENS BANK
FINNEYH.
SHIRLEY
9
10
MARY S. BORDERAND WIFE,
CHARLES R. BORDER
MATERIALS INCSOUTHERN CONCRETE
12
13
14
11
15
16
17
18
19
20
KIMBERLY PENDLEY
WAYNEPB, LLC
RFLP MOUNTAIN CREEK, LLC
HOLDINGS, LLCROGERS FAMILY
A TEXAS LLC
DI-CAROLINAS, LLC,
JJW LIMITED PARTNERSHIP
21
22
23
24
25TRUITTLYNN
TERRY
INC.ARROWHEAD,
AUTOBELL
WORKS, LLCLUBE
LLCPROPERTIES, WAYNESVILLE
TRUSTEE
TAYLOR, JR.,
JOSEPH EUEL
ESTATE, LLCFAMILY REAL
MCMAHON
DARRIS G. MOODYAND
OLLIE E. GIBSON
26
27
28
29
TRUSTEE
CLIFFORD M. HARELL, JR.
MOSTELLERL.
ALICE
COMPANY, INC.SUPPLY
HAYWOOD BUILDERS 8615-38-2899
LLCS.H.ONE,
CENTER, LLCWAYNESVILLE SHOPPING
SCHULHOFERD.
WILLIAM
INC.PROPERTIES,
YOUNTS
OF NORTH CAROLINANATIONAL BANK
FIRST UNION
INVESTORS 4000B, LLCFIRST STATES
BISHOPJ.
DANIEL
SMITHROBIN
CURRYELLISE BETH
INC.GARRETT-HILLCREST,
30
276
276
276
276
F
CC
F
F
F
F
C
C
F
C
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
CC
C
C
CC
C
C
CF
C
F
F
F
F
F
F
F
F
F
F
F
F
F
FF
F
F
F
FF
F
C
F
F
F
0.02 0.02
E
F R NP
R
T
E
O
O
LI
DP
AR
T
EN
T O
T A
TA
IO
ST
A
F N RTH C
AR
O
NA
M
S
O
TN
PLANS PREPARED BY:
0
SCALE
100’ 100’
SUBJECT TO CHANGE WITHOUT NOTICEFUNCTIONAL DESIGN
IN WAYNESVILLE.
FROM US 23/74 (GREAT SMOKY MOUNTAINS EXPWY) TO US 23 BUS (N MAIN ST)
CORRIDOR UPGRADE ON US 276 (RUSS AVE)
STATE PROJECT 50230.1.1
U-5839 HAYWOOD COUNTY
NOTE: AERIAL PHOTOGRAPHY DATED 2015
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
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
PRESENT ADT
FUTURE ADT
PROPERTY LINES
EXISTING TRAFFIC SIGNAL
AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
EXISTING UTILITY EASEMENT
PROPOSED RIGHT OF WAY
PROPOSED MEDIAN
EXISTING ROADWAY TO BE REMOVED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
EXISTING RAILROAD RIGHT OF WAY
EXISTING CONTROL OF ACCESS
DATE : DECEMBER 6, 2016
CEMETERY
NAD 83
C
A
CA
CA
CA
CA
CA
C
A
C
A
CA
CACA
CA
CA
C
A
C
A
CA
C
A
R
W
R
W
RW
R
W
R
WR
W
R
WR
W
R W
R W
R W
RW
R
W
R
W
R
WR
W
RW
R
W
RW
RW
RW
RW
RW
R
W
RW
RW
R
W
R
W
R
W
C
A
RO
LL 2 O
F 2
PR
OJE
CT 50230.1.1 (
U-5839)
US 276 (R
USS
AV
E)
FR
OM
US 23/74 (G
RE
AT S
MO
KY
MO
UN
TAIN
S
EX
PW
Y)
TO
US 23B
BU
S (N
MAIN
ST)
HA
YW
OO
D
CO
UN
TY
RO
LL 2 O
F 2
PR
OJE
CT 50230.1.1 (U
-5839)
US 276 (R
USS
AV
E) F
RO
M
US 23/74 (G
RE
AT S
MO
KY
MO
UN
TAIN
S
EX
PW
Y) T
O
US 23B
BU
S (N
MAIN
ST)
HA
YW
OO
D
CO
UN
TY
MA
TC
HLIN
E -L- STA. 4
0+
00 SEE R
OLL 1 O
F 2
PU
BLIC
ME
ETIN
G
MA
PP
UB
LIC
ME
ETIN
G
MA
P
-Y9- PT Sta. 16+42.22
-Y9- POT Sta. 16+78.25
-Y9- PRC Sta. 14+11.45
-Y9- PCC Sta. 12+97.17
-Y10- PT Sta. 15+83.13
-Y10- PT Sta. 13+27.14
-Y10- PC Sta. 13+48.41
-L- PT Sta. 40+82.36
-Y10- PC Sta. 11+57.36
-Y10- POT Sta. 10+00.00
-Y11- POT Sta. 12+13.47
-Y11- POT Sta. 10+00.00
-Y12- POT Sta. 10+00.00
-Y12- PC Sta. 10+61.44
-Y12- PT Sta. 11+77.11
-Y12- POT Sta. 13+37.99
-Y13- POT Sta. 10+00.00
-Y13- POT Sta. 14+52.20
-Y20- PC Sta. 11+24.28
-Y20- PT Sta. 11+53.38
-Y20- PT Sta. 11+03.56 -Y20- PC Sta. 10+76.29
-Y14- POT Sta. 10+00.00
-Y14- POT Sta. 14+05.80
-Y20- POT Sta. 12+51.63
-Y14A- POT Sta. 10+00.00
-Y14A- POT Sta. 13+16.14
-L- PC Sta. 59+55.73
-Y15- POT Sta. 10+00.00
-Y15- PC Sta. 11+30.93
-Y15- PT Sta. 11+90.81
-Y15- PC Sta. 14+18.92
-Y15- PT Sta. 15+77.72
-Y15- POT Sta. 17+90.82-L- PT Sta. 73+08.85
-L- PC Sta. 74+14.12
-L- PT Sta. 75+10.24
-L- PT Sta. 69+80.96
-Y21RPB- POT Sta. 10+00.00
-Y21RPB- TS Sta. 10+74.07
-Y21RPB- SC Sta. 12+34.07
-Y21RPB- PT Sta. 14+32.26
-Y21RPB- POT Sta. 16+93.43
-Y21RPA- POT Sta. 10+00.00
-Y21RPA- PC Sta. 10+61.61
-Y21RPA- PT Sta. 12+54.69
-Y21RPA- POT Sta. 15+02.37
-Y21LPB- ST Sta. 18+59.48
-Y21LPB- ST Sta. 10+00.00
-Y21LPB- CS Sta. 15+95.48
-Y21LPB- SC Sta. 12+64.00
-Y21LPB- POT Sta. 20+19.82
-Y21- POT Sta. 10+00.00
-Y21- PC Sta. 19+70.41
-Y21- PT Sta. 21+84.97
-Y21- POT Sta. 21+98.65
-Y21LPD- ST Sta. 10+00.00
-Y21LPD- SC Sta. 12+58.00
-Y21LPD- PT Sta. 16+56.67
-Y21LPD- PC Sta. 18+18.34
-Y21LPD- PT Sta. 19+92.02
-Y21LPD- POT Sta. 20+42.37
-Y21RPD- POT Sta. 10+00.00
-Y21RPD- TS Sta. 10+35.48
-Y21RPD- CS Sta. 13+59.12
-Y21RPD- ST Sta. 15+39.12
-Y21RPD- PC Sta. 15+89.97
PT Sta. 17+53.35
-Y21RPD-
-Y21RPD- POT Sta. 17+99.81
-Y16- POT Sta. 18+02.09
-Y16- PT Sta. 12+46.78
RETAINING WALL
RETAINING WALL
RETAINING WALL
RETAINING WALL
-Y20- POT Sta. 10+00.00
-Y21RPD- SC Sta. 12+15.48
17’-6" MEDIAN
POINT
GRADE
-L- (RUSS AVE)CL
VARIES 4:1 TO 2:1
VARIES 4:1 TO 2:1
TYPICAL SECTION NO. 3
PI Sta 12+42.36
D
L = 169.78’
T = 85.00’
R = 1,361.76’
PI Sta 14+67.88
D
L = 234.73’
T = 119.48’
R = 510.30’
-Y10-
PI Sta 11+71.44
D
L = 115.66’
T = 110.00’
R = 50.82’
-Y12-
PI Sta 10+90.03 PI Sta 11+38.93
PI Sta 13+55.01
D
L = 114.28’
T = 57.84’
R = 300.00’
PI Sta 15+32.40
D
L = 230.77’
T = 120.95’
R = 312.00’
-Y9-
PI Sta 11+48.66
D
L = 297.17’
T = 148.66’
R = 3,877.50’
-Y20-
D
L = 29.10’
T = 14.65’
R = 100.00’
D
L = 27.27’
T = 13.74’
R = 90.00’
PI Sta 11+60.88
D
L = 59.88’
T = 29.96’
R = 718.61’
PI Sta 14+98.92
D
L = 158.79’
T = 80.00’
R = 528.50’
-Y15-
PI Sta 11+27.06
D
L = 246.78’
T = 127.06’
R = 420.00’
-Y16-
PI Sta 20+77.76
D
L = 214.56’
T = 107.35’
R = 2,400.00’
-Y21-
PI Sta 13+36.59
D
L = 198.19’
T = 102.52’
R = 314.00’
PIs Sta 11+81.10
F
Ls = 160.00’
LT = 107.03’
ST = 53.67’
-Y21LPB- -Y21RPB-
PI Sta 11+58.34
D
L = 193.08’
T = 96.74’
R = 1,239.00’
-Y21RPA-
PIs Sta 11+82.90
F
Ls = 264.00’
LT = 182.90’
ST = 94.30’
PI Sta 15+38.81
D
L = 331.48’
T = 274.81’
R = 158.00’
PIs Sta 16+89.79
F
Ls = 264.00’
LT = 182.90’
ST = 94.30’
-Y21LPD-
-Y21RPD-
PIs Sta 11+78.78
F
Ls = 258.00’
LT = 178.78’
ST = 92.19’
PI Sta 18+00.87
D
L = 398.67’
T = 542.87’
R = 154.00’
PI Sta 19+07.91
D
L = 173.68’
T = 89.57’
R = 288.00’
PIs Sta 11+56.00
F
Ls = 180.00’
LT = 120.52’
ST = 60.47’
PI Sta 12+88.58
D
L = 143.63’
T = 73.10’
R = 314.00’
PIs Sta 14+19.59
F
Ls = 180.00’
LT = 120.52’
ST = 60.47’
PI Sta 16+73.56
D
L = 163.37’
T = 83.58’
R = 314.00’
B
A
D
-L-
PI Sta 64+87.89
D
L = 1,025.24’
T = 532.16’
R = 1,550.00’
PI Sta 72+97.22
D
L = 23.27’
T = 11.64’
R = 700.00’
PI Sta 74+62.25
D
L = 96.12’
T = 48.14’
R = 700.00’
-L- POT Sta. 72+85.58END TIP PROJECT U-5839
40
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70
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REBECCA JO PHILIPS AND RAYMOND STENGER
WENDY FERGUSON AND WIFE LINDA G. FERGUSON
TOWN OF WAYNESVILLE
TOWN OF WAYNESVILLE
JAMES T. NELSON AND WIFE BURNNIA MAE NELSON
NICHOLAS DONADIO AND WIFE CLAUDIA DONADIO
JOHN H. BURGIN, TRUSTEE
CALDWELL REAL ESTATE HOLDINGS
ALAN C. RITSEMA
ALAN C. RITSEMA AND WIFE KATHY RITSEMA
JOE JACK MESSER AND WIFE PARALEE MESSER
YEAR 2016 ADTHOWELL MILL RD
-Y10-
-Y9-
DELLWOOD RD
1100
4300
15200 23300
1100 1800
1100 8500
5000
13100
2740017700
1300 2100
1300 10200
RU
SS
AVE
US 276
-L-
-L-
RU
SS
AVE
US 276
BUSINESS DRIVEWAY
BARBER BLVD
-Y13- YEAR 2016 ADT
6900
23300 25000
1200
2800 4000
800300
7200
2920027400
2900 4200
300 800
1200
RU
SS
AVE
US 276
-L-
-L-
RU
SS
AVE
US 276
-Y14-
FRAZIER ST
RU
SS
AVE
US 276
-L-
-L-
RU
SS
AVE
US 276
YEAR 2016 ADT
1500
1600
25600 25300
900 600
FRAZIER ST
-Y14A-
200
100100
29800 29400
6001000
-Y21-
US 23/74
US 23/74
-Y21-
RU
SS
AVE
US 276
-L-
-L-
RU
SS
AVE
US 276
YEAR 2016 ADT
33700
1620025300
32600
5000 5900
100011000
41000
42500
1790029400
6300 7400
13900 1300
YEAR 2016 ADTTAPROOT DR
-Y16-
PHILIPS RD
SR 1202
RU
SS
AVE
US 276
-L-
-L-
RU
SS
AVE
US 276
1000
16200 15600
<50
800 200
<50 <50
<50
1710017900
<50 <50
1000 200
1200
TRAFFIC DATA
YEAR 2040 ADT
TRAFFIC DATA
YEAR 2040 ADT
YEAR 2040 ADT
TRAFFIC DATA
TRAFFIC DATA
YEAR 2040 ADT
TRAFFIC DATA
YEAR 2040 ADT
10’ 10’11’ 11’ 5’5’
LANELANELANEBIKE LANELANE
LANEBIKE
5’ 4’6"
2’-6"
10’
6"5’4’
6"
10’
2’-6"
6"
= Urban Arterial= 40 mph
DESIGN DATA
Max. Superelev.Design Speed Functional Class.
= 0.04
-Y21L
PB-
-Y21L
PD-
12’12’
12’12’
12’12’12’
12’12’12’12’
-B
ARBER BLV
D-
-Y13-
-Y12--LOVE LN-
12’
11’
11’
11’
-Y15-
-BIB
LE BAPTIS
T DR-
-RUSS AVE-
-RUSS AVE-
-Y16-
-RUSS AVE-
-DELLW
OO
D RD-
-P
HIL
LIP
S R
D-
11’
10’
11’
5’
11’
5’
11’
10’
11’11’
10’
11’
5’
11’
11’
10’
11’
5’
11’
10’
11’
5’
11’
10’
11’
5’
-Y9-
-H
OW
ELL
MIL
L R
D-
-Y10-
-O
RC
HA
RD
VIE
W
DR-
-Y11-
-Y20-
-BETS
Y
AC
RE LA
NE-
-Y14-
-FRAZIE
R ST-
-FR
AZIE
R ST (2)-
-Y14
A-
-Y21R
PB-
-Y21R
PA-
-Y21-
-Y21R
PD-
-GARRETT HILLCREST CEMETERY-
-G
REA
T S
MO
KY
MO
UN
TAIN
S EXPY-
W.R. BOYD INVESTMENTS
BARBER LAND COMPANY, LLC
GARRETT-HILLCREST INC
WILLIAM C. DAVIS
NANCY CRAWFORD
PCF-WAYNESVILLE, LLC
MCDONALD’S USA, LLC
INGLE’S MARKETS, INC.
INGLE’S MARKETS, INC.
INGLE’S MARKETS, INC.
LLC
PROPERTIES,
WAYNESVILLE
LLCPROPERTIES, WAYNESVILLE
PROPERTIES, LLC.WAYNESVILLE
MILNERDEAN
MICHAEL
NORMANE.
MARION
WIFE CINDY COWARDAND
KEITH W. COWARD
DOUGLAS NORMANAND
JUDITH (JUDY) NORMAN
LLCNM STREET,
LLCINVESTMENTS,
W.R. BOYD INC
HOUSE, WAFFLE
CORPORATIONINVESTMENT
BIG SKY
TRUSTEERITSEMA, HENDRIK
WESTCOFFEY KRISTIN
COFFEYL.
JOHN
LLCLEGACY, MORGAN
31
32
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41
STORE MASTER FUNDING VII, LLC
BANKHOMETOWN
DEVELOPERSG AND T
LLCWAYNESVILLE NC,
COLE CV
LLCHOLDINGS,
MANIDA
276 276
276
74
23
C
C
F
F
F
F
F
F
F
F
F
C
F
C
F
F
F
F
F
C
C
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C
C
C
C
C
C
C CC
C
C C
C
C
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C
C
C
C
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F F
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