STAND)(V
EG.SHED
SHED
2S MTL BUS
v
v
v
v
v
v
v
v
v
v
v
NC 88/194
23’ B
ST
TO WEST
JEFFERSON
#49
NC
88/194
25’ B
ST
& LA
NSIN
G
TO
WAR
RE
NSVI
LLE
20’
20’
8’ PS
12’
12’
8’ PS
4’ PS
12’
12’
8’ PS
8’ PS
12’
12’
TYPE-III
47’ +/- HIGHMAJOR ROCK CUT
34’ +/- HIGHROCK CUT
GRAU
350
TL-3
GRAU 350 TL-3
GRAU 350 TL-3
TYPE-III
TYPE-III
TYPE-III
GRA
U 350 TL-3
35’
60’
50’
35’
15
20
25
PC Sta. 13
+46.62
PT Sta. 16+12.92
PC Sta. 17+05.85
PCC Sta. 17+
75.46
PC
C Sta. 20+93.8
1
PT Sta. 21+
93.60
PC Sta. 23+54.5
6
PC
C Sta. 24+70.2
3
PT Sta. 2
7+55.84
POT Sta. 2
7+76.2
5
-L2-
BUF
FALO CR
EE
K
BUFFAL
O CREEK
BUFFALO CREEK
BUFFALO CREEK
F
C
F
C
F
FF
C
F
C
F
F
C
C
C
C
C
DESIGN DATA
Max. Superelev.Design Speed Functional Class.
= 0.06= 55 mph= Major Collector
DESIGN EXCEPTION REQUIRED
194
19488
88
2/22/2017R:\Roadway\Proj\B4704_PMM_Alt2_2A.dgn3:32:57 PM
PUBLIC MEETING MAP
ASHE COUNTY
0’ 50’ 100’
25’
50’
(ENGLISH)
-L2- POT STA. 16+12.92
BEGIN TIP PROJECT B-4704
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
0.08 0.08
GRADE
POINT
CL
VAR. 2:1 TO 4:1
0.02 0.02
TYPICAL SECTION
8’*
4:1*
-L2- POT STA. 23+00.00
END TIP PROJECT B-4704
PROJECT: 38479.1.2 (B-4704)
SR 1507 STANLEY RD
NC
88 / 194
NC 88 / 194
NC 88 / 1
94
BUFF
ALO
CRE
EK
BUFFALO CREEK
OVER BUFFALO CREEKBRIDGE #49 ON NC 88 / 194
12’ 12’8’*
11’ w/GR
8’*
MINIMIZE IMPACTS DUE TO STEEP MOUNTAINOUS TERRAIN
* - SHOULDER WIDTH, DITCH WIDTH, & SLOPES MAY BE ADJUSTED TO
2:1*
FDPS
4’
FDPS
4’
NC 88 / 194
LEGEND
PROPOSED ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
PROPOSED PAVED SHOULDER
PROPERTY LINES
LAKES, RIVER, STREAMS AND PONDS
EXISTING EDGE OF PAVEMENT
PROPOSED EDGE OF PAVEMENT
WETLAND LIMITS BOUNDARY
PROPOSED EASEMENT (TEMP. OR PERM.)
WLB
EXISTING ROADWAY TO BE REMOVED
PROPOSED DETOUR
PROPOSED DETOUR STRUCTURE
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
AND GUTTER TO BE RETAINEDEXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
EXISTING STRUCTURES, ISLAND, CURB
NA
D 83
F. A. PROJECT: N/A
ALTERNATIVE #2 / #2A MARCH 14, 2017
ALTERNATIVE #2 / #2A
