public meeting map cl 88 project: 38479.1.2 (b-4704) f. a ... · cl va r. 2:1 to 4:1 0.02 0.02...

1

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 20 ’ 2 0 ’ 8 ’ PS 1 2 ’ 12 ’ 8 ’ PS 4 ’ PS 12 ’ 12 ’ 8 ’ PS 8 ’ PS 12 ’ 1 2 ’ T Y P E -I II 47’ +/- HIGH MAJOR ROCK CUT 34’ +/- HIGH ROCK CUT G R AU 3 50 TL - 3 G R AU 350 TL - 3 G R AU 350 TL - 3 T Y P E -III T Y P E -I I I T Y P E -III GR AU 350 TL - 3 35 ’ 60 ’ 50 ’ 35 ’ 15 20 25 PC S t a . 1 3 +4 6 . 6 2 P T S t a . 16 + 12 . 92 P C S t a . 1 7 + 05 . 85 P CC S t a . 17 + 75 . 4 6 PC C S t a . 2 0 +9 3 . 8 1 PT S t a . 2 1 +93 . 60 PC S t a . 2 3 +5 4 . 56 PCC S t a . 2 4 +7 0 . 2 3 PT S t a . 27 +55 . 84 PO T S t a . 27 +76 . 25 - L 2 - 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 F C F C F F F 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 194 194 88 88 2/22/2017 R:\Roadway\Proj\B4704_PMM_Alt2_2A.dgn 3:32:57 PM PUBLIC MEETING MAP ASHE COUNTY 0’ 50’ 100’ 25’ 50’ (ENGLISH) -L2- POT STA. 16+12.92 BEGIN TIP PROJECT B-4704 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 0 . 0 8 0 . 08 GRADE POINT C L VA R . 2 : 1 T O 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) 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 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 RETAINED EXISTING STRUCTURES, ISLAND, CURB AND GUTTER TO BE REMOVED EXISTING STRUCTURES, ISLAND, CURB NAD 83 F. A. PROJECT: N/A ALTERNATIVE #2 / #2A MARCH 14, 2017 ALTERNATIVE #2 / #2A

Upload: others

Post on 31-May-2020

2 views

Category:

Documents

0 download

Report

Download

Embed Size (px):

TRANSCRIPT

Page 1: PUBLIC MEETING MAP CL 88 PROJECT: 38479.1.2 (B-4704) F. A ... · cl va r. 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

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

B Day 1_0Gy Day 1_8Gy DIM 1 DIM 2 -0.06 -0.04 -0.02 -0.00 0.02 0.04 0.00 0.02 0.04-0.02 -0.04 Top 50 Ions From RF – 100% Accuracy AC -0.2 -0.1 0.0 Upregulated

Cl CH3 Cl NO S Cl Cl P O Cl Design of a Green Industrial

AIAA-2002-4704 System IDentification Programs for AirCraft ...mln/ltrs-pdfs/NASA-aiaa-2002-4704.pdf · AIAA-2002-4704 System IDentification Programs for AirCraft (SIDPAC) Eugene A

OmniAccess 4504, 4604, and 4704 WLAN Switch · 2010. 2. 15. · OmniAccess 4504, 4604, and 4704 WLAN Switch | Installation Guide Hardware Overview | 9 Front View Figure 1 OmniAccess

myčka Zanussi dws 4704

Na + Cl - Na + Cl - Na + Cl - Na + Cl - Na + Cl - Na + Cl - Na + Cl - Na + Cl - Na + Cl - Na + Cl - Na + Cl - Na + Cl - Na + Cl - Na + Cl - Na + Cl - Na

A 3x45 OIN74 Km 88 // 0.02 FORM B 6) 25 DIN74 3x45 // 0.02 25

Which CL are you really flying...CL 0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 0 0.005 0.01 0.015 0.02 CD CL More lift, less drag less drag at some point, but less lift too Then comes the question

Ar Cl Ar Cl... Ar Cl Ar + - Cl Ar Stilben e(1)

Surface Properties of Cement Paste Evaluated by Scanning ... · Cl − 2.00 1.45 1.95 0.58 0.02 3.15 3350 ... A frictional force was derived from the torsional displacement of the

uvrw.K053, 0.02 00.00 | UNP Bonds... · uvrw.K053, 0.02 00.00 | UNP uvrw.K053, 0.02 00.00 | UNP . Created Date: 1/29/2013 11:38:49 AM

710171717171171717171MMEICIETE11171711711 EJ Cl Cl Cl 1

Chapter 16 – Probability Models · a) PX( 5) (0.98) (0.02) 0.0184 4 (Four good chips, then a bad one.) b) PX (1 10) (0.02) (0.98)(0.02) (0.98) (0.02) (0.98) (0.02) 0.183 29 (Use

document-4704 OBJ

ARGENTINA, CHILE & BRAZIL November 12th, 2008 International Marketing 4704 Ms. Guerrero’s Example

In Copyright - Non-Commercial Use Permitted Rights ...4704/eth-4704-0… · viewpoint is essential for arithmetic or geometric applications. We shall verify that if the curve P1×

QSK60-G3 · x2 negative sequence 0.20 0.19 0.17 0.15 0.24 0.23 0.22 0.20 x0 zero sequence 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.03 reactances are saturated values are per unit at rating

2015 Annual Toxicology ReportThe mission of the Forensic Science Division Toxicology laboratory is to provide the state of ... Range 0.02-0.3 0.02-0.09 0.02-0.75 7-229 0.02-1.3 0.02-0.61

Research Article · 2019. 11. 11. · 4 -Hydroxycoumarin (3.24 g, 0.02 mol), equimolar amount of corresponding benzaldehyde (0.02 mol) and acetamide (1.2 g, 0.02 mol) are dissolved

Physics of Radioactive Beams1 Chapter 2 Nuclear Sizesfaculty.tamuc.edu/cbertulani/cab/Lectures/NuclearSizes.pdf · 10Be 2.46 0.03 2.28 0.02 2.30 0.02 2.24 0.02 12C 2.61 0.02 2.32

Design Mining for Learning Color Semanticspeople.csail.mit.edu/jahanian/papers/ColorSemantics...0.02 fashion0.03 art 0.01 technology0.01 women 0.01 economic 0.02 loves 0.02 beautiful0.03

-0.025 -0.02 -0.015 -0.01 -0.005 0 0.005 0.01 0.015 0.02 0 ...geomotions.com › Download › SHAKE2000Manual.pdf · -0.025 -0.02 -0.015 -0.01 -0.005 0 0.005 0.01 0.015 0.02 0.025

INTRODUCTION - Konza · PDF fileINTRODUCTION ... One 50-mL aliquot is reserved for alkalinity determination by titration with 0.02 N H2SO4. ... Cl Concentration of Cl 41-44 F4.1 mg/l

VIA ELECTRONIC MAIL 600 State Road 32 West · Parameter Test Method LOD LOQ Chlorine 4500 -Cl D 2000,E 2000 or 4500-Cl-G-2000 0.02 mg/l 0.06 mg/l. Case-Specific LOD/LOQ . The permittee

Publication 4704-FS (Rev. 10-2011)

Introduction - thoughtek.com.t · 0.02 0.02 0.01 0.02 0.02 0.01 1500 1500 5000 m/s2 (500 g) 0.5 ms 90 175 Base Configration Socket or Resistor Value Dynode Structure Number of Stages

CasingMechanical Properties Standard： Directive 010 Chemical Composition H40 J55 K55 L80 1-0.35 0.35 0.35 0.32 1.35 1.35 1.35 1.40 0.015 0.015 0.015 0.015 0.02 0.02 0.02 0.02 H40

PUBLIC MEETING MAP CL 88 PROJECT: 38479.1.2 (B-4704) …€¦ · project: 38479.1.2 (b-4704) sr 15 07 s tanl ey0 rd n c 8 8 / 19 4 n c 8 8 / 1 9 4 nc 88 /194 b u f f a l o c r e e

48 kS/s, 14-bit, USB Multifunction Module...USB-4704 User Manual 6 Chapter 2 Installation 2.1 Unpacking After receiving your USB-4704 package, please inspect its contents first. The

Init 10/28/2010 by Daniel R. Barnes Na + Cl - Na + Cl - Na + Cl - Na + Cl - Na + Cl - Na + Cl - Na + Cl - Na + Cl - Na + Cl - Na + Cl - Na + Cl - Na

Principles of Insurance & Takaful Course Title: Course Code: FIN-4704

IPRATROPIUM BROMIDE INHALATION SOLUTION, 0.02%

EEO Circular C 4704

12 VOLT SERIES CORONA LANDSCAPE ... · CL-801-D CL-802-D CL-803-D CL-806-D CL-807-D T-ST300-TP CL-650B CL-719B CL-722B CL-730B CL-740C CL-639 CL-363B CL-364B CL-365B CL-635 CL-647C