in ashe county to us 221 business/nc 88 in …
TRANSCRIPT
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DESIGN PUBLIC HEARING M AP
ASHE COUNTY
PROJECT 34518.1.1 (R-2915)
F. A. PROJECT STP-0221(13)
ROLL 3 OF 4
DESIGN PUBLIC HEARING MAP
ASHE COUNTY
PROJECT 34518.1.1 (R-2915)
F. A. PROJECT STP-0221(13)
ROLL 3 OF 4
NAD 83
NAD 83
0’
20
0’
40
0’
100’
20
0’
(EN
GL
ISH
)
0’
20
0’
40
0’
100’
20
0’
(EN
GL
ISH
)
j:\r-2915\tip\roadway\hearingmaps\roadway_phm_aerial.pen
C:\NCDOT_V8_WORKSPACE\NCDOT_STDS\Standards\data\NCDOT.CTB
DE
SIG
N P
UB
LIC
HE
AR
ING
MA
P
AS
HE
CO
UN
TY
PR
OJE
CT
34
51
8.1
.1 (R
-29
15
)
F. A
. PR
OJE
CT
ST
P-0
22
1(1
3)
RO
LL
3 O
F 4
0.02
PR
OPOSED 4-LANE DIVIDED
CU
RB AN
D
GUTTER / S
HO
ULDER TYPICAL SECTIO
N
2.7
5’
EX
IST
. PA
V’T
PG
L
12’
C &
G
2:1
SL
OP
ES
VA
RIA
BL
E
6:1
HINGE POINTFOR FILLS
30
’
FD
PS
0.02
0.08
0.02
L
24
’
12’
12’
4’
23
’
ME
DIA
N
C &
G
2.7
5’
C -
L- (
US
221)
0.08
FOR CUTSHINGE POINT
0.02
FD
PS
4’
6:1
6:1
2:1
15’
10’
6’
24’
12’
US
221 &
SR
1145
US
22
1 -
L-
SR
11
45
-Y
30
-
0 0
US
221 &
SR
1147
US
22
1 -
L-
SR
1147 -
Y31-
400
400
US
221 &
SR
1272
US
22
1 -
L-
SR
1272 -
Y27-
SR
1272 -
Y27-
US
221 &
SR
1143
US
22
1 -
L-
SR
1143 -
Y29-
SR
1143 -
Y28-
SEE ROLL 4 OF 4
MATCH LINE -L- STA. 660+ 00
SEE ROLL 2 O
F 4
MATC
H LIN
E -L- STA. 475+
00
8’
11’ W
/ GR
8’
11’ W
/ GR
IN ASHE COUNTY
TO US 221 BUSINESS/NC 88 IN JEFFERSON
US 221 FROM US 421 IN WATAGUA COUNTY
IN ASHE COUNTY
TO US 221 BUSINESS/NC 88 IN JEFFERSON
US 221 FROM US 421 IN W ATAGUA COUNTY
IN A
SH
E C
OU
NT
Y
TO
US
22
1 B
US
INE
SS
/NC
88
IN J
EF
FE
RS
ON
US
22
1 F
RO
M U
S 4
21
IN W
AT
AG
UA
CO
UN
TY
U-TURN KNUCKLES NOT TO BE PLACED IN
WETLANDS OR RIGHT OF
WAY SENSITIVE AREAS
POTENTIALLY TO BE USED AT ALL INTERSECTIONS
WH
ER
E P
OS
SIB
LE
FULL CONTROL OF ACCESS
WH
ER
E P
OS
SIB
LE
FULL CONTROL OF ACCESS
*
*
*the amount of traffic and is subject to change
The need for right turn lanes is dependent on
DIRECTIONAL CROSSOVER
WITH
MEDIAN U-TURNS
AU
GU
ST
2012
AUGUST 2012
AUGUST 2012
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ORCHARD
v
v
v
v
v v
v
v
v
v
v
v
BST
WD
v
v
ORCHARD
ORCHARD
ORCHARD
ORCHARD
ORCHARD
ORCHARD
ORCHARD
ORCHARD
ORCHARD
ORCHARD
ORCHARD
ORCHARD
v
v
v
v
v
v
v
v
v
v
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v
v
v
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v
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v
v
v
v
v
v
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v
v
v
v
v
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v
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ORCHARD
v
v
v
v
v
v
v
v
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PLAY
AREA
ATHLETIC FIE
LD
ATHLETIC FIE
LD
ORCHARD
ORCHARD
TANK
14’ G
RGR
13’ BST
9’ GR
8’ G
R
7’ G
R
RD 17’ B
ST
10’ G
R8’ B
ST
11’ G
R
GR
GR
BST
9’ B
ST
8’ SOIL
7’ S
OIL
14’ SOIL
10’ S
OIL
10’ SOIL
13’ S
OIL
8’ S
OIL
9’ SOIL
12’ SOIL
8’ SOIL
9’ SOIL
10’ SOIL
10’ SOIL
10’ SOIL
8’ SOIL
11’ GR
BST
7’ G
R
GR
8’ G
R
7’ GR
8’ SOIL
CALVIN
GOOD
MAN
RD 20’BST
9’ B
ST
19’ GR
RD 21’ B
ST
US 221 B
US / SR 194 BALD
WIN RD 18’ B
ST
9’ GR
EARNEST HOWELL RD 17’ BST
10’ B
ST
14’ G
R
TER
RACE
10’ B
ST
EDGE
WOOD R
D
14’ G
R
15’ GR
10’ GR
BST
9’ BST
13’ BST
11’ GR
BST
10’ BST
11’ GR
RUIN
S
13’ G
R
10’ S
OIL
PA
PA
PA
14’ GR
8’ B
ST
9’ G
R
10’ GR
BLE
VIN
S
RD 17’
11’ BST
9’ BST
BST
7’ G
R
8’ G
R
7’ G
R
11’ BST
9’ B
ST
9’ GR
8’ GR
7’ GR
6’ G
R
6’ G
R
7’ GR
12’ G
R
8’ G
R
10’ G
R
9’ G
R
8’ GR
10’ G
R
7’ G
R
8’ GR
7’ GR
5’ G
R
CLARE
NCE LYALL
RD 18’ B
ST
8’ BST
12’ G
R
10’ S
OIL
8’ GR
14’ B
ST
11’ GR
BST
ST
MARY’S ST 17’ B
ST
9’ BST
10’ GR
6’ G
R
GR
BST
HELE
N BLE
VIN
S RD 21’ B
ST
GR
GR
BST
8’ C
ONC
BST
GR
10’ G
R
BST
BST
26’ BST
BST
CONC
GR
10’ GR
7’ GR
9’ GR
9’ G
R 9’ G
R
5’ GR
9’ GR
BST
12’ G
R
12’ GR
11’ GR
10’ G
R
9’ BST
13’ G
R
BST
12’ GR
8’ B
ST
MULATO MOUNTAI
N RD
20’ B
ST
US 221 B
US / SR 194 B
ALDWIN R
D 21’ B
ST
20’ G
R
7’ GR
CANOPY MTL
13’ GR
CONC
GR
GR
HELE
N
BST
9’ BST
7’ GR
9’ G
R
8’ GR
9’ SOIL
14’ S
OIL
11’ GR
SOIL
11’ GR
11’ BST
BALDWIN
12’ BST
9’ BST
US 221 4
3’ B
ST
17’ G
R
11’ GR
11’ GR
12’ GR
US 221 3
9’ B
ST
14’ BST
19’ GR
US 221 3
1’ BST
US 221 3
1’ BST
13’ G
R
13’ G
R
PA BST
PA BST
26’ BST
33’ B
ST
PA BST
35’ B
ST
US 221 5
4’ B
ST
US 221 4
1’ BST
US 221 3
2’ B
ST
12’ GR
U/C
11’ GR
US 221 3
1’ BST
8’ GR
8’ G
R 8’ G
R
8’ GR
10’ G
R
12’ G
R7’ G
R
7’ G
R
13’ G
R
10’ G
R
6’ GR
12’ G
R
9’ G
R
9’ GR
12’ G
R
6’ G
R
11’ G
R
9’ G
R
PA BST
PA GR
17’ G
R
28’ GR
PA BST
9’ BST PA GR
ORCHARD
ORCHARD
CONC
RD 19’ BST
BLACK BEAR INN
PA G
R
CAN
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ORCHARD
ORCHARD O
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ST
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SR
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US
221 &
SR
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US
221 &
SR
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US
221 &
SR
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221
221
194
194
F
C
F
221
F
F
F
C
C
F
C
SC Sta. 504+44.76
CS Sta. 515+24.98
ST Sta. 517+64.98
SC Sta. 545+94.40
ST Sta. 558+37.74
SC Sta. 563+22.95
ST Sta. 577+06.71
TS Sta. 586+93.97SC Sta. 588+93.97
CS Sta. 608+37.73
ST Sta. 610+37.73
PC Sta. 637+11.10
PT Sta. 648+87.83
ST Sta. 4
81+89.06
CS Sta. 574+66.71
CS St
a. 47
9+49.06
TS Sta. 502+04.76
TS Sta. 543+94.40
CS Sta. 556+37.74
TS Sta. 560+82.95
TS Sta. 661+29.15
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elim
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221 m
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elim
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such a
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US
221 m
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Max
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TO
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WEST JEFFERS
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EARN EST H O W ELL RO AD
-Y27B-
NETTLE
KN
OB R
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D
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EXIST.
EXIST.
EXIST. EXIST.
40’
40’
40’EX.
40’
40’
40’
40’
EX.
EX.
EX.
40’
100’
EXIST.
NC
194
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27
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WE
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LIN
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T, M
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LE
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LD
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LIE
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LS
ON
& P
AT
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CL
AR
K, R
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AR
D A
& T
INA
M
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AR
D, T
HO
MA
S S
CO
TT
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EC
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S
TA
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OR
, LA
RR
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& M
AR
Y A
.
HO
WE
LL
, GA
RY
W &
WA
ND
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GR
IFF
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EL
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BE
TH
C
BL
EV
INS
, JA
CK
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& S
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LIA
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MIL
LE
R, M
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AE
L
HO
WE
LL
, TH
OM
AS
M &
KA
TH
Y H
475
480
505
545
555
570
590
600
605
620
625
630
635
645
PIs S
ta 5
03+
64.7
9
F
Ls =
240.0
0’
LT
= 1
60.0
2’
ST
= 8
0.0
2’
PI S
ta 5
09
+9
5.0
3
D
L =
1,0
80
.22
’
T =
55
0.2
6’
R =
2,3
00
.00
’
PIs S
ta 5
16
+0
5.0
0
F
Ls =
240.0
0’
LT
= 1
60.0
2’
ST
= 8
0.0
2’
SE
= 0
6
SE
= 0
5
615
PI S
ta 6
43+
00.3
1
D
L =
1,1
76
.73
’
T =
58
9.2
1’
R =
9,0
00.0
0’
SE
= R
C
PI Sta 459+26.39L = 583.44’T = 292.64’
R = 3,000.00’
Ls = 240.00’LT = 160.05’ST = 80.04’
PIs S
ta 4
68+
47.8
2
F
Ls =
240.0
0’
LT
= 1
60.0
5’
ST
= 8
0.0
4’
PI S
ta 4
74+
56.4
9
D
L =
1,0
21.2
9’
T =
528.7
2’
R =
1,6
00.0
0’
PIs S
ta 4
80+
29.1
0
F
Ls =
240.0
0’
LT
= 1
60
.05
’
ST
= 8
0.0
4’
SE
= 0
6
PIs S
ta 5
45
+2
7.7
4
F
Ls =
200.0
0’
LT
= 1
33
.34
’
ST
= 6
6.6
7’
PI S
ta 5
51
+2
1.3
9
D
L =
1,0
43.3
4’
T =
52
6.9
9’
R =
3,0
00.0
0’
PIs S
ta 5
57+
04.4
1
F
Ls =
200.0
0’
LT
= 1
33
.34
’
ST
= 6
6.6
7’
475
-L
-
-L
-
-L
-
-L
-
-L
-
-L
-
485
490
500
510
515
520
525
530
535
540
560
565
575
580
585
595
610
640
650
655
660
495
550
660
PIs Sta 562+42.99
F
Ls =
24
0.0
0’
LT
= 1
60
.04
’
ST
= 8
0.0
4’
PI S
ta 5
69
+1
7.4
3D
L =
1,1
43.7
6’
T =
59
4.4
8’
R =
1,7
00.0
0’
PIs S
ta 5
75
+4
6.7
5F
Ls =
24
0.0
0’
LT
= 1
60
.04
’
ST
= 8
0.0
4’
SE
= 0
6
PIs Sta 588+27.31
F
Ls =
20
0.0
0’
LT
= 1
33
.34
’
ST
= 6
6.6
7’
PI S
ta 5
99+
03.9
5D
L =
1,9
43.7
6’
T =
1,0
09
.98
’
R =
2,9
00.0
0’
PIs Sta 609+04.40
F
Ls =
20
0.0
0’
LT
= 1
33
.34
’
ST
= 6
6.6
7’
SE
= 0
5
DO
NO
T U
SE
FO
R C
ON
ST
RU
CT
ION
PR
EL
IMIN
AR
Y P
LA
NS
DO
NO
T U
SE
FO
R C
ON
ST
RU
CT
ION
PR
EL
IMIN
AR
Y P
LA
NS