PUBLIC MEETING MAP CL 88 PROJECT: 38479.1.2 (B-4704) …€¦ · project: 38479.1.2 (b-4704) sr 15...
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S T AND ) ( V E G . S H E D S H E D 2 S M TL B U S v v v v v v v v v v v N C 88 / 194 23 ’ B S T T O W E S T J E FF E R S ON #49 N C 8 8 / 19 4 25 ’ B S T & L AN S I NG T O WA RR EN S V I LLE 35 ’ 60 ’ 50 ’ 35 ’ 13’ 13’ 11’ 11’ TEMP. TYPE-III TEMP. TYPE-III TEMP. TYPE-III TEMP. TYPE-III TL-2 TEMP. GRAU 350 TL-2 TEMP. GRAU 350 TL-2 TEMP. GRAU 350 TL - 2 TE M P . G R A U 350 114’ FOR PROP. -L2- WITHIN CUT NEEDED ROCK CUT OCCURS S HO R I NG 20 P C S t a . 16 + 12 . 92 P RC S t a . 1 7 + 1 2 . 46 PT S t a . 22 +48 . 9 5 PO T S t a . 23 +33 . 20 PT Sta. 18+73.76 PC Sta. 20+81.21 - L 2 D ET - B U FF A L O CR EE K B U FF A L O CR EE K B U FF A L O CR E E K B U FF A L O C R E E K DESIGN DATA Max. Superelev. Design Speed Functional Class. = 0.04 = 25 mph = Major Collector 194 194 88 88 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 2/15/2017 R:\Roadway\Proj\B4704_PMM_Alt2_Detour.dgn 3:45:29 PM PROPOSED EASEMENT (TEMP. OR PERM.) WLB PUBLIC MEETING MAP ASHE COUNTY 0’ 50’ 100’ 25’ 50’ (ENGLISH) EXISTING ROADWAY TO BE REMOVED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS TYPICAL SECTION PROJECT: 38479.1.2 (B-4704) S R 1507 S T AN LE Y R D N C 88 / 194 NC 88 / 1 94 N C 88 / 194 B U FF A L O CR EE K B U FF A L O CR EE K OVER BUFFALO CREEK BRIDGE #49 ON NC 88 / 194 PROPOSED DETOUR ALTERNATIVE #2 - DETOUR ALTERNATIVE #2 - DETOUR MARCH 14, 2017 PROPOSED DETOUR STRUCTURE AND GUTTER PROPOSED STRUCTURES, ISLAND, CURB AND GUTTER TO BE RETAINED EXISTING STRUCTURES, ISLAND, CURB AND GUTTER TO BE REMOVED EXISTING STRUCTURES, ISLAND, CURB -L2DET- POT STA. 16+12.92 BEGIN CONSTRUCTION -L2DET- POT STA. 22+48.95 END CONSTRUCTION 0 . 0 8 0 . 02 F T / F T 0 . 02 F T / F T GRADE POINT C L 0 . 08 -L2DET- NC 194/ 88 MINIMIZE IMPACTS DUE TO STEEP MOUNTAINOUS TERRAIN * - SHOULDER WIDTH, DITCH WIDTH, & SLOPES MAY BE ADJUSTED TO 11’ 11’ 2 : 1* 4 : 1* 8’* 3’* w/GR 7’ 3’* 2 : 1 M AX * NAD 83 F. A. PROJECT: N/A
Transcript of PUBLIC MEETING MAP CL 88 PROJECT: 38479.1.2 (B-4704) …€¦ · project: 38479.1.2 (b-4704) sr 15...
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
35’
60’
50’
35’
13’
13’11’
11’
TEMP.
TYPE-III
TEMP.
TYPE-IIITEMP.
TYPE-III
TEMP.
TYPE-III TL-2 TEMP.
GRAU 350
TL-2 TEMP.
GRAU 350
TL-2 TEMP.
GRAU 350TL-2 TEMP.GRAU 350
114’
FOR PROP. -L2-WITHIN CUT NEEDEDROCK CUT OCCURS
SHORING
20
PC Sta. 16+12.92
PRC Sta. 17+12.46
PT Sta. 22+48.95
POT Sta. 23+33.2
0
PT Sta. 18+73.76
PC Sta. 20+81.21
-L2DET-
BUF
FALO CR
EE
K
BUFFAL
O CREEK
BUFFALO CREEK
BUFFALO CREEK
DESIGN DATA
Max. Superelev.Design Speed Functional Class.
= 0.04= 25 mph= Major Collector
194
19488
88
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
2/15/2017R:\Roadway\Proj\B4704_PMM_Alt2_Detour.dgn3:45:29 PM
PROPOSED EASEMENT (TEMP. OR PERM.)
WLB
PUBLIC MEETING MAP
ASHE COUNTY
0’ 50’ 100’
25’
50’
(ENGLISH)
EXISTING ROADWAY TO BE REMOVED
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
TYPICAL SECTION
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
PROPOSED DETOUR
ALTERNATIVE #2 - DETOUR
ALTERNATIVE #2 - DETOUR MARCH 14, 2017
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
-L2DET- POT STA. 16+12.92
BEGIN CONSTRUCTION -L2DET- POT STA. 22+48.95
END CONSTRUCTION
0.08 0.02 FT/FT0.02 FT/FT
GRADE
POINT
CL
0.08
-L2DET- NC 194/ 88
MINIMIZE IMPACTS DUE TO STEEP MOUNTAINOUS TERRAIN
* - SHOULDER WIDTH, DITCH WIDTH, & SLOPES MAY BE ADJUSTED TO
11’ 11’
2:1* 4:1*
8’* 3’*
w/GR
7’
3’*
2:1 MAX*
NA
D 83
F. A. PROJECT: N/A
