SEE RO
LL 1 OF 3
MATC
HLIN
E -L- STA. 2
39+
00.0
0
SEE
ROLL 3 O
F 3
MATCHLIN
E -L-
STA. 32
1+00.00
WATAUGA COUNTY
PROJECT 37512.1.1 (R-2566B)
ROLL 2 OF 3
BYPASS (SR 1107) IN BOONE
CREEK RD. (SR 1136) IN FOSCOE TO NC 105
NC 105 IMPROVEMENTS FROM CLARKS
WA
TA
UG
A
CO
UN
TY
PR
OJE
CT 37512.1.1 (
R-2566B)
RO
LL 2 O
F 3
BY
PA
SS (S
R
1107) IN
BO
ON
E
CR
EE
K
RD. ( S
R
1136) IN
FO
SC
OE
TO
NC 10
5
NC 10
5 IM
PR
OV
EM
EN
TS F
RO
M
CL
AR
KS
WA
TA
UG
A
CO
UN
TY
PR
OJE
CT 37512.1.1 (
R-2566B)
RO
LL 2 O
F 3
BY
PA
SS (S
R
1107) IN
BO
ON
E
CR
EE
K
RD. ( S
R
1 136) IN
FO
SC
OE
TO
NC 10
5
NC 10
5 IM
PR
OV
EM
EN
TS F
RO
M
CL
AR
KS
-Y4- CURVE DATA
PI Sta 10+97.08
D
L = 81.99’
T = 53.58’
R = 50.00’
PI Sta 12+21.91
D
L = 179.69’
T = 96.42’
R = 200.00’
SE
DS
SE
DS
SE
DS
= .08
= 60 MPH
= .06
= 55 MPH
= .08
= 60 MPH
PI Sta 240+83.22
D
L = 198.06’
T = 99.26’
R = 1,200.00’
PIs Sta 242+88.87
F
Ls = 320.00’
LT = 213.53’
ST = 106.85’
PIs Sta 248+62.10
F
Ls = 240.00’
LT = 160.07’
ST = 80.06’
PI Sta 256+21.93
D
L = 1,252.88’
T = 679.90’
R = 1,300.00’
PIs Sta 262+74.97
F
Ls = 240.00’
LT = 160.07’
ST = 80.06’
PIs Sta 270+43.41
F
Ls = 320.00’
LT = 213.48’
ST = 106.80’
PI Sta 272+61.07
D
L = 221.81’
T = 111.13’
R = 1,410.00’
PIs Sta 274+78.54
F
Ls = 320.00’
LT = 213.48’
ST = 106.80’
-Y5- CURVE DATA
PI Sta 21+25.12
D
L = 73.74’
T = 38.84’
R = 95.00’
PI Sta 22+08.82
D
L = 37.67’
T = 18.99’
R = 120.00’
PI Sta 22+83.82
D
L = 112.38’
T = 56.32’
R = 690.00’
PI Sta 23+64.77
D
L = 45.12’
T = 24.88’
R = 43.00’
-Y6- CURVE DATA
PI Sta 10+92.99
D
L = 185.94’
T = 92.99’
R = 3,500.00’
PI Sta 12+28.09
D
L = 84.08’
T = 42.15’
R = 475.00’
PI Sta 13+34.11
D
L = 115.08’
T = 64.09’
R = 105.00’
-Y7- CURVE DATA
PIs Sta 289+99.82
F
Ls = 288.00’
LT = 192.26’
ST = 96.23’
PI Sta 291+90.91
D
L = 189.99’
T = 95.35’
R = 900.00’
PIs Sta 293+81.78
F
Ls = 288.00’
LT = 192.26’
ST = 96.23’
PIs Sta 297+65.81
F
Ls = 288.00’
LT = 192.26’
ST = 96.23’
PI Sta 302+55.95
D
L = 743.43’
T = 394.40’
R = 900.00’
PIs Sta 307+01.21
F
Ls = 288.00’
LT = 192.26’
ST = 96.23’
PIs Sta 313+62.47
F
Ls = 252.00’
LT = 168.10’
ST = 84.09’
PI Sta 316+20.15
D
L = 345.12’
T = 173.78’
R = 1,190.00’
PIs Sta 318+75.58
F
Ls = 252.00’
LT = 168.10’
ST = 84.09’
= .08SE
DS = 50 MPH
= .08SE
DS = 50 MPH
= .07SE
DS = 50 MPH
-L- CURVE DATA
COMBINED PUBLIC HEARING MAPC
OM
BIN
ED
PU
BLIC
HE
ARIN
G
MA
P
CO
MBIN
ED
PU
BLIC
HE
ARIN
G
MA
P
WLB WLB
WLB
WLB
WLB
HPB
HPB
HPB
HPB
HPB
HPB
HPB
HPB
HPB
ST
EE
L
ST
RU
CT
60"
54"
60"
54"
60"
STEEL
STRUCTSTEELSTRUCT
BL
D1S
LO
G
SHE
D
TIN
v
v
v
v
v
v
v
v
v
2SFD
2SF
D
W
S
3S
BL
K&
FB
US
PATIO
HO
US
E
GR
EE
N
W
3SF
D
T
T
T
8’ CONC
RIP RAP
GR P
A
9’ G
R
11’ G
R
GR
RIVE
R BLU
FF
DR
36" WD RAIL
GR
PA
GR
PA
GR
PA
SOIL
GR
GR PA
BL
K
WA
LL
10’ G
R
BK
GR
GR P
A
WD
WD
42" W
D RAIL
GR
5
GU
YS
WAT
AUGA RIVE
R
WATAUGA
RIVE
R
S
1SFBUS
S
S
S
B
HT
R
S
S
1SF
D
FOOTBRIDGE
1SFD
B
GR
1SFD
BLK RET WALL
S
B
B
1SFD
GR
DR
AKE
DR
2SF
D
HTR
G
BST
2SFD
G
1�S
FD
S
B
S
HTR
S
HTR
1SFBUS
1SMTLBUS
1SMTLBUS
1SM
TL
BUS
1SMTLBUS
HTR
G
CO
NC
W
2SLOGD
1SBKBUS
CO
NC 2SFBUS
RIP RAP
HTR
S
S2SFD
1SMTLB
US
G
GR PA
84" SOIL
GR
10’ GR
CONC
GR
ROCK WALL
BST PA
W
WD
GR
12’ GR
8’GR
CONC
SOIL
BST
BST PA
BST PA
BST PA
GR BST PA
BST PA
GR PA
8’ GR
GR
SOIL
GR PA
CO
NC
WD
WD
W
BRIDGE
WD COVERED
8’ G
R
RO
BY B
EN
TL
Y R
D
GR
GR
GR
WD
WD
RIP RAP
RIP RAP
RIP RAP
GR
GR
10’ BST
GA
TE
GR
WD
GATE
GR
WD
CONC
WD
WD
GR
5 GUY ANCHORS
6 GUY ANCHORS
SOIL
SOIL
W
RAILROAD TIES
SOIL
RUINS
BST
LAUREL FORK
LAUREL FORK
LAUREL FORK
BST
KATHLEEN A. G
ERAGHTY
BETTY P. COLE
MAN
GAIL L. TO
WNSEND TATU
M
STEVEN F. MICHEL
JOHN F. A
YER
S, TRUST
JOHN F. A
YERS, JR.
JOHN F. A
YERS, T
RUST
GERALD R. HA
AS
HARRIE
T B. V
ANGYSEL
DEXTER BENTLEY
CHARLES W. BLOEHM
BEN FRANTZEN
RICHARD A. MYERS
RUFUS G. YATES
RUFUS G. YATES
JOHNNY C. M
OORE
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
TT
T
T
T
T
T
HH
T
T
T
HH
T
T
T
T
T
T
OLD T
WE
ETSIE
RD
10’ GR
STEEL60" STRUCT
S
1SL
OG
BU
S
S
GR
GR
GR P
A
GR P
A
GATE
GA
TE
GAS-30,0
00 GAL
GAS-30,0
00 GAL
BST P
A
W
W
T
T
NGS
MU
NC
Y
R2566-10
NC
GS BR
OT
HER
BL-43
CONC DR
4’ CONC GUTTER
4’ CONC GUTTER
1SFD
1.5SFD
1SFD
OUTHOUSE
T
T
GRAVE
L
GRAVEL
GRAVE
L
GUY
CONC.
PM
1 S BK D
PLANTER
CONC.
CO
NC.
LAUREL F
ORK
GREER RD. DE
AD END
PARSONS
KELLY
M.
MCLA
URIN
DEN
NIS
M.
FRANCES W
HITE
ELLIOTT S. &
LIMIT
ED
PA
RT
NE
RS
HIP
SH
OR
E F
AMIL
Y
LIFE ESTATE
ROBERT BENTLEY
HAYESMELBA H.
BOBBY R. BROWN
ROBERT H. WARD
HARRELSONDENNIS P.
PROPERTIES, LLCPLUMTREE
LAWRENCEDALLAS C.
ASSOCIATES, LTD.WILLOW VALLEY
BUCHEL-SCHOLLMICHAELAAND WIFE,
ROLAND SCHOLL
WINFIELDMICHAEL L.
JOSE S. GALLARDO
JOHN F. AYERS, TRUST
RICHARD E. BURGIN
CHARLES W. BLOEHM
RUSSELL A. CORNETT
MARTHA CRANDALL
BENTLEYPERRY G.
SANDRA J. HIGGINS
PAUL S. LOFLIN
BLALOCKTHOMAS D.
GARY L. COOPER, SR.
GANDYM.
BRYCE
QUINTEROCAROL
AYERSROBERT C.
HARRY G. REID
SPARROWJONATHAN M.
BAUCOMDONALD W.
CHARLES W. CONNOR, JR.
R. MURRAY BROOME
GORDON E. DRAKEVIRGINIA D. BRYANT &
OWNERSHIP UNKNOWN
LARRY P. GREERKRESS T. MUENZMAY
LAND OPS, INC.
E. GARRISONCHARLOTTEFLOYD H. &
CLARK, SR.BOBBY B. GRAND, LLC
AVERY
ET ALSCHALLER,
ROGER
PARTNERSHIPMRH LIMITED
S.L. WHITAKERJOSEPHINE B. BINGHAM &
JANET D. MCKINNEY
MARY W. HUFF
JANE P. YASMINE
MUNCYPHILLIP B.
JANET D. MCKINNEY
STEPHEN POE DANNER, JR.OSCAR G.
FAMILY TRUSTE. B. FOX, JR.
FAMILY TRUSTE.B. FOX, JR.
CARLOUGHJOSHUA
OPERATING, LPHERITAGE
SHOP
CURVE
TYPE-III
TYPE-III
TYPE-III
240
245
250
255 260
265
270
275
280
285
290 295
300
305
310
315
320
TO FO
SCOE
RIVE
R
WATA
UG
A
RIVER
WATA
UG
A
FORK
LAUREL
FORKLAUREL
WALLRETAINING
WALLRETAINING
TO
BO
ON
E
HISTORIC PROPERTY
WALLRETAINING
FORK
LAUREL
ISLANDCONCRETE
36’
36’
36’
36’
36’
18’
20’
24’
12’
24’
24’
23’
24’
23’
24’
22’
22’
105
105
105
OLD TW
EETSIE RD
-Y4-
BROAD
STONE RD
SR 1112
-Y5-
OLD DANNER RD
SR 1111
-Y6-
BAIRD’S C
REEK
RD
SR 111
3-Y7-
BEGIN NCDOT TIP PROJECT R-2566BA-L- STA. 243+40.00
-L- STA. 268+00.00END NCDOT TIP PROJECT R-2566BA
NOT BEEN DETERMINEDUTILITY RELOCATIONS HAVE NOTE:
2040 ADT
900471
39002871
2016 ADT
-L- (NC 105)
48003343
15000 1800012171 14571
2040 ADT
>100100
100100
2016 ADT
-L- (NC 105)
114200
14571 1465718000 18000
(SR 1112) BROADSTONE RD.-Y5-
2040 ADT
900814
12001029
2016 ADT
-L- (NC 105)
21001843
18000 1830014657 14871
(SR 1113) BAIRD’S CREEK RD.-Y7-
OLD TWEETSIE RD.-Y4-
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
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
PRESENT ADT
FUTURE ADT
EXISTING TRAFFIC SIGNAL
STREAM BUFFER ZONE
WETLAND LIMITS BOUNDARY
AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
HISTORIC PROPERTY BOUNDARY
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DESIGN DATA
FUNCTIONAL CLASSIFICATION: PRINCIPAL ARTERIAL
DESIGN SPEED: 50-60 MPH
MAXIMUM SUPERELEVATION: 4%-8%
DATE OF ORTHOPHOTOGRAPHY: MARCH 2014
CITY OR TOWNSHIP LIMITS
PROPERTY LINES
WLB
BZ
0’ 100’ 200’
50’
100’
(ENGLISH)
HPB
HPB
MAPS PREPARED: SEPTEMBER 2016
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
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
PRESENT ADT
FUTURE ADT
EXISTING TRAFFIC SIGNAL
STREAM BUFFER ZONE
WETLAND LIMITS BOUNDARY
AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
HISTORIC PROPERTY BOUNDARY
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DESIGN DATA
FUNCTIONAL CLASSIFICATION: PRINCIPAL ARTERIAL
DESIGN SPEED: 50-60 MPH
MAXIMUM SUPERELEVATION: 4%-8%
DATE OF ORTHOPHOTOGRAPHY: MARCH 2014
CITY OR TOWNSHIP LIMITS
PROPERTY LINES
WLB
BZ
0’ 100’ 200’
50’
100’
(ENGLISH)
HPB
HPB
MAPS PREPARED: SEPTEMBER 2016
TYPICAL SECTION-L- STA. 163+00.00 TO -L- STA. 246+60.00
TYPICAL SECTION
-L- STA. 255+85.00 (END BRIDGE) TO -L- STA. 387+52.97-L- STA. 246+60.00 TO -L- STA. 253+05.00 (BEGIN BRIDGE)
NSR
S 20
07
NAD 83/
NSR
S 20
07
NAD 83/
C
C
C
C
F
C
C
C
C
C
C
C
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C
C
C
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C
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C C
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F
C
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C
F
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F
C
F
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F
C
F
C
F
C
F
C
C
C
C
F
F
F
C
F
C
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C
F
F
F
C
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
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CC
F
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F
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F
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FF
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C
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F
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C
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