Chapter 8 Airport Layout Drawings

Similar documents
Chapter 7 Airport Layout Drawings

DRAFT MASTER PLAN UPDATE

Appendix C AIRPORT LAYOUT PLANS

TECHNICAL REPORT #7 Palm Beach International Airport Airport Layout Plan

Chapter 8 Airport Layout Plan

Chapter 9 - AIRPORT SYSTEM DESIGN

Chapter Six ALP Drawings. Tacoma Narrows Airport. Master Plan Update

Chapter 4 Airport Facility Requirements

Chapter 5 Airport Facility Requirements

FACILITY REQUIREMENTS SUMMARY OF KEY ISSUES OVERVIEW

Source: Chippewa Valley Regional Airport ASOS, Period of Record

AIRPORT LAYOUT PLAN FOR FRIEDMAN MEMORIAL REPLACEMENT AIRPORT - SITE 12 FRIEDMAN MEMORIAL AIRPORT AUTHORITY INDEX OF SHEETS SHEET TITLE

Acronyms. Airport Layout Plan Report Appendix A A-1

GLOSSARY A.1 ABBREVIATIONS/ACRONYMS

5.0 ALTERNATIVES ANALYSIS

Lopez Island Airport Master Plan Update. Public Meeting June 15, 2017

Chapter 4 Airport Facility Requirements. Introduction

MASTER PLAN CONCEPT 1 DRAFT

DATE OF AERIAL PHOTOGRAPHY:

SITE ELEVATION AMSL...Ground Elevation in feet AMSL STRUCTURE HEIGHT...Height Above Ground Level OVERALL HEIGHT AMSL...Total Overall Height AMSL

Airport Obstruction Standards

1.1.3 Taxiways. Figure 1-15: Taxiway Data. DRAFT Inventory TYPICAL PAVEMENT CROSS-SECTION LIGHTING TYPE LENGTH (FEET) WIDTH (FEET) LIGHTING CONDITION

The following criteria shall be applied within the boundaries of the AO District:

Chapter Three AIRPORT FACILITY REQUIREMENTS/ALTERNATIVES

Preliminary Findings of Proposed Alternative

Chapter Seven COST ESTIMATES AND FUNDING A. GENERAL

FACILITY REQUIREMENTS 5.1 Introduction

EGSL ANDREWSFIELD EGSL AD 2.1 AERODROME LOCATION INDICATOR AND NAME EGSL AD 2.2 AERODROME GEOGRAPHICAL AND ADMINISTRATIVE DATA

BELLINGHAM INTERNATIONAL AIRPORT. Appendix A. Glossary. Prepared by: Leibowitz & Horton AMC JUB Engineers, Inc.

chapter 5 Recommended Master Plan Concept airport master plan MASTER PLAN CONCEPT

Chapter 4 Airport Capacity Assessment and Identification of Facility Needs

CHAPTER 1 BACKGROUND AND PROPOSED ACTION

Hartford-Brainard Airport Potential Runway Closure White Paper

COMMISSIONING OF RAPID EXIT TAXIWAYS AND CHANGE IN DESIGNATOR OF TAXIWAYS KEMPEGOWDA INTERNATIONAL AIRPORT, BENGALURU (VOBL)

Chippewa-Eau Claire Metropolitan Planning Area Long Range Transportation Plan

AIRSIDE CAPACITY AND FACILITY REQUIREMENTS

Demand Capacity and Facility Requirements

Tallahassee International Airport Master Plan. Technical Advisory Committee Meeting #2 October 19, 2016

Study Committee Meeting. September 2015

ORDINANCE NO. _2013-

15 Precision Approach Path Indicator 33 None RSA 150 feet wide by 300 feet long 150 feet wide by 300 feet long

SUMMARY OF QUANTITES NO. ITEM DESCRIPTION UNIT QUANTITY DRAWING NUMBER TITLE GENERAL ELECTRICAL

Actual Runway Length: The length of full-width, usable runway from end to end or full strength pavement where those runways are paved

TECHNICAL REPORT #3 Palm Beach International Airport Demand/Capacity and Facility Requirements

Table of Contents. Overview Objectives Key Issues Process...1-3

Chapter 4 Airport Facility Requirements

Chapter 4 Facility Requirements

6.1 INTRODUCTION 6.2 AIRSIDE ALTERNATIVES NORTH PERRY AIRPORT MASTER PLAN UPDATE RUNWAY LENGTH REQUIREMENTS SECTION 6: ALTERNATIVES ANALYSIS

OVERVIEW BASIC DESIGN FACTORS. Demand Determinants

3 INTRODUCTION. Chapter Three Facility Requirements. Facility Requirements PEAKING CHARACTERISTICS

AIRPORT FACILITY REQUIREMENTS

Chapter 4.0 Facility Requirements

JANUARY 2013 Friedman Memorial Airport Pomeroy, Chris

Table of Contents. List of Tables. Cincinnati/Northern Kentucky International Airport 2035 Master Plan Update

AIRPORT LAYOUT PLAN FUTURE LEGEND: REVISIONS BUILDING AIRPORT PROPERTY RUNWAY PROTECTION ZONE (RPZ) AIRCRAFT PAVEMENT

ARP N W m. Rwy 21 Thr Elev N W. (GUND Elevation 172) 153 M. 853m x 27m.

4.0 AIRFIELD CAPACITY & FACILITY REQUIREMENTS

2015 GDOT PowerPoint

RADIO COMMUNICATIONS AND ATC LIGHT SIGNALS

Airfield Design. Public Review Draft OVERVIEW BASIC DESIGN FACTORS. Airport Role

TABLE OF CONTENTS. General Study Objectives Public Involvement Issues to Be Resolved

4.0 FACILITY REQUIREMENTS

CHAPTER 3 ALTERNATIVES CONSIDERED

Grants Pass Airport Master Plan & Airport Layout Plan Update

Facility Requirements

APPENDIX D FEDERAL AVIATION REGULATIONS, PART 77

FINAL SUMMARY REPORT

Addendum - Airport Development Alternatives (Chapter 6)

CHAPTER 1 EXECUTIVE SUMMARY

1 DRAFT. General Aviation Terminal Services Aircraft Hangars Aircraft Parking Aprons Airport Support Facilities

50 Ways to Improve Your Airport: Engaging Airport Management on Key Issues

AERONAUTICAL SURVEYS & INSTRUMENT FLIGHT PROCEDURES

LAFAYETTE REGIONAL AIRPORT AIRPORT MASTER PLAN JUNE 2015 (REVISED NOVEMBER 2015)

Public Information Meeting. September 2015

APPENDIX E AIRFIELD PLANNING, DESIGN, & CONSTRUCTABILITY REVIEW

DRAFT FINAL REPORT AIRPORT MASTER PLAN. Rifle Garfield County Airport Revised May 15, 2014

8.0 AIRPORT LAYOUT PLANS

Vista Field Airport. Master Plan Update. February, Prepared for: Port of Kennewick One Clover Island Kennewick, Washington

DEPARTMENT: CIVIL ENGINEERING SEMESTER: III SUBJECT CODE / Name: CE2303/ Railway, Airport and Harbors Engineering 2 MARK QUESTIONS AND ANSWERS

CHAPTER 3 FACILITY REQUIREMENTS

4.0 FACILITY REQUIREMENTS

Chapter One INVENTORY

Airport Master Plan. Brookings Regional Airport. Runway Runway 17-35

Dallas Executive Airport

ADVISORY CIRCULAR ON CALCULATION OF DECLARED DISTANCES

R FAA

Appendix A - Glossary

EVTA AD 2.1 AERODROME LOCATION INDICATOR AND NAME EVTA AD 2.2 AERODROME GEOGRAPHICAL AND ADMINISTRATIVE DATA

TVSC CANOUAN/Canouan Is. (ST. VINCENT AND THE GRENADINES)

RECOMMENDED MASTER PLAN CONCEPT

TVSU UNION ISLAND/Union Is. (ST. VINCENT AND THE GRENADINES)

Chapter 2 Inventory of Existing Conditions

ABOVE GROUND LEVEL. The elevation of a point or surface above the ground. ACCELERATE STOP DISTANCE AVAILABLE (ASDA). See declared distances

CHAPTER 5 - FACILITY REQUIREMENTS

New Opportunities PUBLIC WORKSHOP. Venice Municipal. Bringing g the pieces together

Facility Requirements

Chapter 5. Facility Requirements

Technical Advisory Committee Meeting February 29, 2016

CHAPTER FOUR AIRPORT ALTERNATIVES

Airfield Design OVERVIEW BASIC DESIGN FACTORS. Airport Role

Transcription:

AIRPORT MASTER PLA Chapter 8 Airport Layout Drawings Introduction The options that were considered for the longterm development of Eastern Oregon Regional Airport resulted in the selection of a preferred alternative. The preferred alternative has been incorporated into the airport layout plan drawings, which are depicted in this chapter. The set of airport plans, which is referred to in aggregate as the Airport Layout Plan (ALP) has been prepared in accordance with FAA guidelines. The drawings illustrate existing conditions, recommended changes in airfield facilities, property ownership, land use, and obstruction removal. The ALP set is presented at the end of this chapter: Sheet Cover Sheet Sheet 2 Airport Data Sheet Sheet Airport Layout Plan Sheet OnAirport Individual Area Plans (Terminal Area) Sheet On Airport Individual Area Plans (UAS Development Area) Sheet 6 Airport Airspace Plan (FAR Part ) Sheet Airport Airspace Plan (FAR Part ) Sheet 8 Runway Approach Surface Plan and Profile Sheet 9 Runway 2 Approach Surface Plan and Profile CHAPTER 8 AIRPORT LAYOUT PLA DECEMBER 206

AIRPORT MASTER PLA Sheet 0 Runway /29 Approach Surface Plan and Profile Sheet Runway Protection Zone/Inner Approach Plan and Profile (Runway /2) Sheet 2 Runway Protection Zone/Inner Approach Plan and Profile (Runway /29) Sheet Runway Protection Zone/Inner Approach Plan and Profile (UAS Runway) and Approach Surface Plan and Profile Sheet Airport Land Use Plan Sheet Exhibit A Airport Property Plan The airport layout plan drawings provide detailed information for existing and future facilities. The future improvements depicted in the drawing set are consistent with the airport master plan s updated twentyyear capital improvement program contained in Chapter 0. The ALP drawing set will be submitted along with the draft final airport master plan report to Federal Aviation Administration (FAA) for review and approval. The drawings will be reviewed by the FAA Airports District Office (ADO) with additional review coordinated with other FAA offices (Flight Procedures, Flight Standards, etc.). Once approved, the final ALP drawing set will be signed by the City of Pendleton and the FAA Seattle Airports District Office (ADO). As individual projects are completed, minor asbuilt updates to the ALP drawing may be completed (with FAA coordination) without updating the airport master plan. A complete update of the full ALP drawing set will be conducted as part of the next master plan update. The airport layout plan drawings are prepared using AutoCAD computeraided drafting software, which allows for easier updating and revision. The drawing files may also be imported into local geographic information systems (GIS) to support land use planning, airport overlay zone mapping, etc. A brief summary of the individual drawings is provided below: Airport Data Sheet Drawing The Airport Data Sheet drawing contains detailed runway and taxiway dimensions, FAA dimensional standards, wind roses, and other data that is reflected on the sheets in the drawing set. Airport Layout Plan Drawing The Airport Layout Plan (ALP) drawing graphically depicts existing and future airfield facilities. Future facilities are colorcoded (red) to distinguish them from existing facilities. Future facilities are represented in the airport master plan s twentyyear capital improvement program (CIP) as individual projects or project groupings. Longterm development reserves depicted on the ALP are color coded (green). These items are intended to serve as placeholders or are provided for reference only. Demand for facilities identified as development reserves is not anticipated to occur in the current twentyyear planning period and therefore the corresponding projects are not included in CHAPTER 8 AIRPORT LAYOUT PLA DECEMBER 206 2

AIRPORT MASTER PLA the Master Plan CIP. A change of events that could move a development reserve into an actual project would require updated planning and coordination with FAA. OnAirport Individual Area Plans Drawing The OnAirport Individual Area Plans drawings (Terminal Area Plan and UAS Development Area Plan) provide additional detail for existing and new facilities in the landside areas. The Terminal Area Plan focuses on the terminal and general aviation aprons, the southwest hangar area, and the ational Guard area. The UAS Development Area Plan focuses on the commercial and industrial development north of Runway /2. FAR Part Airspace Drawings The FAR Part Airspace drawings depict the protected airspace defined for Runway /2, /29, and the future UAS Runway in Federal Air Regulation (FAR) Part, Objects Affecting avigable Airspace. The airspace plan drawings depict the five imaginary surfaces defined in FAR Part.2 including the primary, transitional, approach, horizontal, and conical surfaces, previously described in the Facility Requirements Chapter. Part surfaces should be free of built or terrain obstructions to the great extent possible. Objects that penetrate FAR Part surfaces may require action to mark or remove depending on their severity, location, and the feasibility of the action. The drawing includes a table of obstructions with recommended dispositions. The physical characteristics of the Part surfaces are defined the size of aircraft using the runway and the approach capabilities of the runway. Runway /2 Approach Surface: Extends 0,000 feet from the end of the runway primary surface. The Runway 2 approach surface has a slope of 0: and Runway approach surface has a slope, which represents the horizontal distance required for each increment of vertical rise. Runway /29 Approach Surface: Extends 0,000 feet from the end of the runway primary surface. Both Runway and 29 have an approach surface slope of, which represents the horizontal distance required for each increment of vertical rise. UAS Runway Approach Surface: Extends,000 feet from the end of the runway primary surface. Both runway ends have an approach surface slope of 20:, which represents the horizontal distance required for each increment of vertical rise. Runway /2 Primary Surface: Based on the precision approach standards for other than utility runway, the primary surface is,000 feet wide extending 200 feet beyond each end of CHAPTER 8 AIRPORT LAYOUT PLA DECEMBER 206

AIRPORT MASTER PLA the runway. The primary surface is a flat plane of airspace centered on the runway with the same elevation as the nearest point on the runway centerline. Runway /29 Primary Surface: Based on the nonprecision approach standards for other than utility runway, the primary surface is 00 feet wide extending 200 feet beyond each end of the runway. The primary surface is a flat plane of airspace centered on the runway with the same elevation as the nearest point on the runway centerline. UAS Runway Primary Surface: Based on the visual approach standards for a utility runway, the primary surface is 20 feet wide extending 200 feet beyond each end of the runway. The primary surface is a flat plane of airspace centered on the runway with the same elevation as the nearest point on the runway centerline. Transitional Surface: The runway transitional surfaces extend outward and upward from the outer edges of the primary surface. The transitional surfaces have a slope of : and extend to an elevation 0 feet above airfield elevation and connect to the runway horizontal surface. Horizontal Surface: The horizontal surface is drawn from,000foot radii that extend from both ends of the primary surface to form an oval. The horizontal surface is a flat plane of airspace with an elevation 0 feet above airport elevation. Conical Surface: The conical surface extends from the outer edge of the horizontal surface at a slope of 20: for,000 feet. Runway Inner Approach Surface / RPZ Drawing The Inner Approach Surface and Runway Protection Zone (RPZ) drawing depict detailed plan views of these areas and a profile view of the approach surface and threshold siting surface (when used). The obstruction data for items depicted on the drawing use the same numbering from the overall Part Airspace Plan and Approach Surface and Profile drawings. Runway Approach Surface Plan and Profile Drawings The Approach Surface drawings depict plan and profile views of the runway approach surfaces depicted in the FAR Part airspace plan. The drawings provide additional detail in identify obstructions, terrain and other physical features within the approach surfaces. The drawings include obstruction data tables for items depicted on the drawing, using the same numbering identifiers from the overall Part Airspace Plan. Airport Land Use Plans CHAPTER 8 AIRPORT LAYOUT PLA DECEMBER 206

AIRPORT MASTER PLA The Airport Land Use Plan drawings depict existing comprehensive plan and zoning designations for the airport and surrounding areas. Most of Eastern Oregon Regional Airport is located in the Pendleton city limits, within Umatilla County. However, a portion of the property does extend beyond the city limits and Urban Growth Boundary (UGB). The Airport Land Use Plan drawing also includes the existing and future traffic patterns. The existing traffic pattern is based on the current runway configuration. Once the future UAS Runway is constructed, Runway /2 and /29 will have traffic patterns that keep fixedwing and helicopter traffic to the south, away from UAS traffic that will be north of the UAS Runway. Exhibit A Airport Property Plan The Airport Property Plan drawing provides depicts all property owned by the city included in the airport. The drawing notes the form of ownership or control (fee simple, avigation easement, etc.) and the date of acquisition per FAA guidelines. CHAPTER 8 AIRPORT LAYOUT PLA DECEMBER 206

ITERSTATE AERIAL PHOTO CURRY COOS EASTER OREGO REGIOAL AIRPORT LICOL JOSEPHIE CLATSOP YAMHILL POLK BETO COLUMBIA DOUGLAS MARIO LAE JACKSO MULTOMAH LI CLACKAMAS HOOD RIVER WASCO JEFFERSO KLAMATH DESCHUTES SHERMA GILLIAM MORROW LOCATIO MAP LAKE CROOK WHEELER 8 GRAT DAIEL RD. AIRPORT RD. VICIITY MAP HAREY EASTER OREGO REGIOAL AIRPORT UMATILLA EASTER OREGO REGIOAL AIRPORT UIO BAKER W C AVE. MALHEUR WALLOWA AIISTRATIO AIRPORT RD. SHEET IDE UMBER 2 6 8 9 0 2 AIRPORT MASTER PLA PEDLETO, OREGO CWEC PROJECT O. 26000 AIP O. 0060220 COTETS COVER SHEET AIRPORT DATA SHEET AIRPORT LAYOUT PLA OAIRPORT IDIVIDUAL AREA PLAS (TERMIAL AREA) OAIRPORT IDIVIDUAL AREA PLAS (UAS DEVELOPMET AREA) AIRPORT AIRSPACE PLA AIRPORT AIRSPACE PLA RUWAY PLA AD PROFILE RUWAY 2 PLA AD PROFILE RUWAY 29 PLA AD PROFILE RUWAY PROTECTIO ZOE/IER PLA AD PROFILE (RUWAY /2) RUWAY PROTECTIO ZOE/IER PLA AD PROFILE (RUWAY /29) RUWAY PROTECTIO ZOE/IER PLA AD PROFILE (UAS RUWAY) AD PLA AD PROFILE AIRPORT LAD USE PLA EHIBIT "A" AIRPORT PROPERTY PLA COVER SHEET OF

AIRPORT LAD ACQUIRED FROM U.S. GOVERMET FEE SIMPLE SUBJECT TO WAR ASSETS AIISTRATIO LICESE WAA2RPD QUIT CLAIM DEED EASEMET (802.2 ACRES) AIRPORT LAD ACQUIRED FROM PRIVATE PARTIES FEE SIMPLE SUBJECT TO WAR LICESE WAA2RPD WARRATY DEED EASEMET (.66 ACRES) RPZ & LIGHTIG ACQUIRED BY TRADE FROM DAVID ELSO FEE SIMPLE (6.6 ACRES) FAAP06 RPZ AVIGATIO EASEMET (8.09 ACRES) FAAP06 CITY LAD ACQUIRED FROM STATE OF OREGO WITH AVIGATIO EASEMET EISTIG OVER PROPERTY. ACRES ACQUIRED FROM DAVID ELSO ADAP 0 2.9 ACRES TRADED TO DAVID ELSO FOR LAD SHOW AS AREA ADAP 0 262 6 20 6 029 2 2928 2 282 EISTIG/ RPZ 0 0 00 EISTIG/ RPZ 00 20 VIS MI < / MILE 0: EISTIG/ RPZ 0 0 0 EISTIG ARRIVAL RPZ 0 0 00 6 6 2 6 2 6 2 EISTIG/ DEPARTURE RPZ 0 0 00 THE AIISTRATIO (PROJECT UMBER 0060220) ' EAST (20 VALUE) 80 60 Scale: "=80 AIISTRATIO EHIBIT "A" AIRPORT PROPERTY PLA OF

AIRPORT RD. LEGED ZOIG BOUDARY AIRPORT TRAFFIC PATTER (EISTIG) AIRPORT TRAFFIC PATTER () RUWAY PROTECTIO ZOE AIRPORT PROPERTY LIE (EISTIG) CITY LIMITS BOUDARY URBA GROWTH BOUDARY COMPREHESIVE LAD USE MAP IDUSTRIAL RESERVE AIRPORT IDUSTRIAL REGIOAL DISTRIBUTIO LIGHT IDUSTRIAL ZOIG MAP AIRPORT ACTIVITIES FARM USE HEAVY IDUSTRIAL BUSIESS PARK TOURIST COMMERCIAL MEDIUM DESITY RESIDETIAL TOURIST COMMERCIAL ECLUSIVE FARM USE W STAGE GULCH RD EISTIG/ RPZ 0 0 00 0: HEAVY IDUSTRIAL EISTIG/ DEPARTURE RPZ DECLARED DISTACE DEPARTURE RPZ (RWY ) 0 0 00 AIRPORT RD. AIRPORT RD. EISTIG ARRIVAL RPZ 0 0 00 THE AIISTRATIO (PROJECT UMBER 0060220) HI / M2 ' EAST (20 VALUE) 60 Scale: "=60 AIISTRATIO AIRPORT LAD USE PLA OF

' EAST (20 VALUE) 20: BRL(E) RPZ 2 00 BRL(F) 2 RPZ 2 00 BRL(F) BRL(E) UAS RWY EL. 6 (EST) UAS RWY EL. 6' (EST) 8' 0(E) 82' 8'(F) 2 20: RVZ RVZ RWY EL. 8.8' RWY 2 EL. 86.' 60 (EISTIG/) 89 '00" UAS RUWAY PLA VIEW 0 Scale: "= EISTIG/ UAS RUWAY EL. 60. UAS RUWAY EL. 6. EISTIG/ 280 6 () THE AIISTRATIO (PROJECT UMBER 0060220) AIISTRATIO 2 Vertical Scale: "=2 UAS RUWAY PROFILE VIEW 0 Horizontal Scale: "= OTES:. SEE RUWAY PLA AD PROFILE (SHEET 8) FOR FULL LIST OF OBSTRUCTIOS. 2. SEE AIRPORT LAYOUT PLA (SHEET ) FOR FULL LEGED. RUWAY PROTECTIO ZOE/IER PLA AD PROFILE (UAS RUWAY) AD PLA AD PROFILE OF

' EAST (20 VALUE) EISTIG/ (20:) THRESHOLD SITIG TAIWAY G EISTIG (20:) THRESHOLD SITIG EISTIG/ EISTIG/ DEPARTURE RPZ DECLARED DISTACE DEPARTURE RPZ (RWY ) 0 0 00 0 0 0 6 ARRIVAL RPZ 0 0 00 EISTIG/ 0: TERPS DEPARTURE RUWAY 29 PLA VIEW 0 Scale: "=.' MSL EISTIG/ EISTIG / ED RUWAY EL. 86.' DISPLACED THRESHOLD EL. 92. EISTIG DISPLACED THRESHOLD EL. 96.' EISTIG / ED RUWAY 29 EL. 9. (20:) THRESHOLD SITIG EISTIG 20: THRESHOLD SITIG EISTIG/.8' MSL 6 C TERRAI L 82' 0(E) 82' '(F) C TERRAI L THE AIISTRATIO (PROJECT UMBER 0060220) AIISTRATIO 2 Vertical Scale: "=2 RUWAY 29 PROFILE VIEW 0 Horizontal Scale: "= OTES:. SEE RUWAY PLA AD PROFILE (SHEET 8) FOR FULL LIST OF OBSTRUCTIOS. 2. SEE AIRPORT LAYOUT PLA (SHEET ) FOR FULL LEGED. RUWAY PROTECTIO ZOE/IER PLA AD PROFILE (RUWAY /29) 2 OF

EISTIG/ BRL(E) 0 ' EAST (20 VALUE) EISTIG/ RPZ 0 0 0 ODALS (E) 00 RWY EL. 8.8' RWY 2 EL. 86.' 0 RUWAY 2 PLA VIEW 00 0 Scale: "= 2 EISTIG/ 0: MALSR (E) EISTIG/ RPZ 00 0 20 VIS MI < / MILE.6' MSL EISTIG/ EISTIG / ED RUWAY EL. 8.8' EISTIG / ED RUWAY 2 EL. 86.' 2 EISTIG/ 0: 6.' MSL 60 (EISTIG/) THE AIISTRATIO (PROJECT UMBER 0060220) AIISTRATIO 2 Vertical Scale: "=2 RUWAY 2 PROFILE VIEW 0 Horizontal Scale: "= OTES:. SEE RUWAY PLA AD PROFILE (SHEET 8) FOR FULL LIST OF OBSTRUCTIOS. 2. SEE AIRPORT LAYOUT PLA (SHEET ) FOR FULL LEGED.. SEE AIRPORT DATA SHEET (SHEET 2) FOR O STADARD CODITIOS TABLE. RUWAY PROTECTIO ZOE/IER PLA AD PROFILE (RUWAY /2) OF

' EAST (20 VALUE) 82' 0(E) 82' '(F) AREAS OF TERRAI PEETRATIO (OE IDETIFIED) (20:) THRESHOLD SITIG (20:) THRESHOLD SITIG 82' 0(E) 82' '(F) THE AIISTRATIO (PROJECT UMBER 0060220) AIISTRATIO RUWAY /29 PLA AD PROFILE 0 OF

' EAST (20 VALUE) 0: MATCHLIE SEE SHEET 8 RWY 2 EL. 86.' 60 2 RWY 29 EL. 9. 0: TRASITIO FROM 0: TO 0: AREAS OF TERRAI PEETRATIO (OE IDETIFIED) RUWAY 2 PLA VIEW 200 00 Scale: "=200 TRASITIO FROM 0: TO 0: EISTIG/ 0: 2 EISTIG/ 0: 60 THE AIISTRATIO (PROJECT UMBER 0060220) OTE:. SEE RUWAY PLA AD PROFILE (SHEET 8) FOR FULL LIST OF OBSTRUCTIOS. 0 SCALE OF FEET VERTICAL SCALE "= RUWAY 2 PROFILE VIEW 200 00 SCALE OF FEET HORIZOTAL SCALE "=200 AIISTRATIO RUWAY 2 PLA AD PROFILE 9 OF

OBSTRUCTIO CHART O. ITEM PART 2 6 MSL ELEV (EST.) DISTACE FROM RWY CL DISTACE FROM RWY ED AMOUT OF PEETRATIO (ESTIMATED) AIRPORT PROPERTY DISPOSITIO LOCALIZER (RWY ) 98' 98' YES RELOCATE OUTSIDE OFA FECE (RWY 2) 8 006' YES FOR REFERECE OLY FECE (RWY 2) 8' 08'R 08' 006' YES FOR REFERECE OLY FECE (RWY 2) 8' 0'L 6' 006' YES FOR REFERECE OLY ACCESS ROAD (RWY 29) 82' 28' YES FOR REFERECE OLY FECE PRIMARY (RWY /29) 99' 2' L 9' 6' YES RELOCATE FECE PRIMARY (RWY /29) 0' 229'L ' YES RELOCATE ' EAST (20 VALUE) RWY EL. 8.8' RWY EL. 86.' 60 (EISTIG/) MATCHLIE SEE SHEET 9 EISTIG/ AREAS OF TERRAI PEETRATIO (OE IDETIFIED) RUWAY PLA VIEW 00 200 Scale: "=00 EISTIG/ C TERRAI L OTES:. DISTACES FOR OTED OBSTRUCTIOS ARE BASED O THE ULTIMATE RUWAY COFIGURATIO. DIMESIOS ICLUDE DISTACE FROM RUWAY ED TO BEGIIG OF. 2. SEE RUWAY PLA AD PROFILE (SHEET 8) FOR FULL LIST OF OBSTRUCTIOS. 60 (EISTIG/) THE AIISTRATIO (PROJECT UMBER 0060220) 0 SCALE OF FEET VERTICAL SCALE "=0 RUWAY PROFILE VIEW 00 200 SCALE OF FEET HORIZOTAL SCALE "=00 AIISTRATIO RUWAY PLA AD PROFILE 8 OF

MATCHLIE SEE SHEET 6 8' 88' : TRASITIOAL 20' 98' 9' : TRASITIOAL 208' 2' 28' 22' 0: 2' 228' 28' 2' 28' 2' 28' 26' 268' 00 600 00 AREAS OF TERRAI PEETRATIO (OE IDETIFIED) THE AIISTRATIO (PROJECT UMBER 0060220) FAR PART PLA VIEW ' EAST (20 VALUE) 00 200 Scale: "=00 AIISTRATIO AIRPORT AIRSPACE PLA OF

RUWAY /2 FAR PART DIMESIOAL STADARDS RUWAY ULTIMATE LEGTH = 60 RUWAY TYPE = CIII (SEE OTE ) RUWAY PRIMARY WIDTH =,00 IER WIDTH =,00 OUTER WIDTH =,00 LEGTH = 0,00 RADIUS OF HORIZOTAL = 0,00 SLOPE = RUWAY 2 PRIMARY WIDTH =,00 IER WIDTH =,00 OUTER WIDTH = 6,00 LEGTH = 0,00 RADIUS OF HORIZOTAL = 0,00 SLOPE = 0: TO 0: 00 RUWAY /29 FAR PART DIMESIOAL STADARDS RUWAY ULTIMATE LEGTH = 82' RUWAY TYPE = BII PRIMARY WIDTH = 0 IER WIDTH = 0 OUTER WIDTH =,0 LEGTH = 0,00 RADIUS OF HORIZOTAL = 0,00 SLOPE = UAS RUWAY FAR PART DIMESIOAL STADARDS RUWAY ULTIMATE LEGTH = 280 RUWAY TYPE = A/BI (SMALL) PRIMARY WIDTH = 2 IER WIDTH = 2 OUTER WIDTH =,2 LEGTH =,00 RADIUS OF HORIZOTAL =,00 SLOPE = 20: 20: RWY EL. 86.' UAS RWY EL. 6 (EST) 6' ' 9' 6 RWY 29 EL. 9. UAS RWY EL. 6' (EST) 2 RWY 2 EL. 86.' 000 TRASITIO FROM 0: TO 0: 20: 0: 68' ' 8' MATCHLIE SEE SHEET OTES:. DISTACES FOR OTED OBSTRUCTIOS ARE BASED O THE ULTIMATE RUWAY COFIGURATIO. DIMESIOS ICLUDE DISTACE FROM RUWAY ED TO BEGIIG OF. 2. SEE RUWAY PLA AD PROFILE (SHEET 8) FOR FULL LIST OF OBSTRUCTIOS. AREAS OF TERRAI PEETRATIO. EISTIG ARC CIII STADARDS MAITAIED. (OE IDETIFIED) THE AIISTRATIO (PROJECT UMBER 0060220) AIISTRATIO FAR PART PLA VIEW AIRPORT AIRSPACE PLA ' EAST (20 VALUE) 200 00 Scale: "=200 6 OF

OTE:. SEE AIRPORT LAYOUT PLA (SHEET ) FOR FULL LEGED. COECTIO TO DAIEL ROAD TO W STAGE GULCH ROAD ADG III TOFA (RESERVE) 2 (TYP) 86' EISTIG/ TERPS 0: DEPARTURE TEAT HAGAR TAIWAY G THAGARS (F) MIED USE AEROAUTICAL USE RWY EL. 86.' UAS ATC TOWER UAS HAGARS UAS RUWAY RPZ 2 00 2' UAS PARKIG APRO COVETIOAL AC PARKIG ASOS(E) UAS RUWAY RPZ 2 00 BRL(F) 2' 2' 2' 88 9" UAS RUWAY 280 6 () BRL(E) THE AIISTRATIO (PROJECT UMBER 0060220) RVZ 8' 0(E) 82' 8'(F) AIISTRATIO RVZ UAS AREA / UAS RAGE GLIDESLOPE(E/F) OAIRPORT IDIVIDUAL AREA PLAS (UAS DEVELOPMET AREA) 0 Scale: "= ' EAST (20 VALUE) OF

C0H RVZ RVZ 2 2 82' 0(E) 82' '(F) 26 2 2 0 Scale: "= ' EAST (20 VALUE) THE AIISTRATIO (PROJECT UMBER 0060220) OTES:. SEE AIRPORT LAYOUT PLA (SHEET ) FOR FULL LEGED. 0 0 0 2. RUWAY /2 AD MAJOR TAIWAYS ARE DESIGED TO ADG III STADARDS (RESERVE). 22 22 22. SEE AIRPORT DATA SHEET (SHEET 2) FOR O STADARD CODITIOS TABLE. 0 AIISTRATIO 2 2 0 2 20 9 2 TERMIAL AREA 2 6 8 9 0 BLDG HEIGHT 89 8 DESCRIPTIO TERMIAL, ATCT (ATEA HEIGHT 6) PILOT HOUSE GATE HOUSES STORAGE RESERVOIR PUMP HOUSE SMALL EGIE REPAIR (BLDG. ) OFFICE/VACAT (BLDG. 0) CITY STORAGE BLDG. (BLDG. 8) AUTOMOBILE PARKIG EPERIMETAL AIRCRAFT ASSOC. (BLDG. 22) BEACO ELECTRICAL EQUIPMET BUILDIG (BLDG. 9) OFFICE/VACAT (BLDG. 2) 28 6 C0H LARGE AIRCRAFT PARKIG 2 29 9 0 BUILDIG/FACILITY KEY 6 BLDG HEIGHT DESCRIPTIO 2 0 AIRPORT EQUIP. SHOP (BLDG. 09) 0 FIRE STATIO ARFF EQUIPMET (BLDG. 2) FBO FUEL TAK 20 CITY STORAGE (BLDG. 0) 6 06 CITY HAGAR 0 CITY THAGAR, 6 TOTAL 8 0 FBO (BLDG. 2) 9 0 FBO (BLDG. ) 20 FBO (BLDG. 6) 2 2 FBO 22 06 PRIVATE HAGARS 2 060 PRIVATE HAGARS OAIRPORT IDIVIDUAL AREA PLAS (TERMIAL AREA) 8 BLDG HEIGHT DESCRIPTIO 2 8 ATIOAL GUARD HAGAR & ARMORY 2 08 FBO 26 ATIOAL WEATHER SERVICE 2 LIFE FLIGHT HAGAR (E) 28 CARGO BUILDIG (F) 29 CITY SRE BUILDIG (F) 0 THAGAR (F) COVETIOAL HAGAR (F) 2 FLE HAGAR (F) HOTEL (F) MALSR ODALS OF

W 6TH ST. 0 AIRPORT RD. 0 0 0 EISTIG/ RPZ 0 0 0 EISTIG/ RPZ 0 0 00 00 OTES:. RUWAY LEGTHS FOR RUWAY 29 AVAILABLE FOR TAKEOFF AD LADIG WILL BE LIMITED BY DECLARED DISTACES (TO BE PUBLISHED A/FD). ADDITIOAL USEABLE RUWAY PROVIDED BY BOTH EDS TO BE COFIGURED WITH DISPLACED THRESHOLDS. 2. THE EISTIG ARRIVAL/DEPARTURE RUWAY PROTECTIO ZOE (RPZ) FOR RUWAY 29 WILL BE MAITAIED I ITS CURRET LOCATIO. THE ED OF USEABLE RUWAY FOR TAKEOFF WILL BE DETERMIED BY THE LOCATIO OF THE EISTIG DEPARTURE RPZ. DEPARTURE RPZ COFIGURATIO DETERMIED BY USE OF DECLARED DISTACES TO MITIGATE UACCEPTABLE ICOMPATIBLE LAD USES (PER AC 0/00A).. SEE AIRPORT DATA SHEET (SHEET 2) FOR O STADARD CODITIOS TABLE. THE AIISTRATIO (PROJECT UMBER 0060220) 0 0 RWY EL. 8.8' 0 80 Scale: "=0 RWY EL. 86.' ' EAST (20 VALUE) TAIWAY A 89 '00" AIISTRATIO 0 0 89 '00" 2 RVZ 2 0 0 0 22 2 2 UAS RUWAY RPZ 2 00 2 RVZ 60 (EISTIG/) 20 9 2 8 W A AVE. 6 W C AVE. 0 9 80 8' 0(E) 82' 8'(F) 89' 0 RVZ TAIWAY A UAS RUWAY 280 6 () TAIWAY D BRL(F) BRL(E) 28 88 9" 6' 0 () RVZ APRO TAIWAY E 2 29 6 8 W AIRPORT RD. 2 8 TAIWAY G 2 (TYP) 86' TAIWAY G ASOS(E) 0 0 RWY 29 EL. 9. ARRIVAL RPZ 0 0 00 2 GLIDESLOPE(E) TAIWAY F RWY 2 EL. 86.' POFZ EISTIG ARRIVAL RPZ 0 0 00 0 EISTIG/ DEPARTURE RPZ DECLARED DISTACE DEPARTURE RPZ (RWY ) 0 0 00 BLDG HEIGHT DESCRIPTIO TERMIAL, ATCT (ATEA HEIGHT 6) 2 6 8 PILOT HOUSE GATE HOUSES STORAGE RESERVOIR PUMP HOUSE SMALL EGIE REPAIR (BLDG. ) OFFICE/VACAT (BLDG. 0) CITY STORAGE BLDG. (BLDG. 8) AUTOMOBILE PARKIG 9 EPERIMETAL AIRCRAFT ASSOC. (BLDG. 22) 89 BEACO 0 ELECTRICAL EQUIPMET BUILDIG (BLDG. 9) OFFICE/VACAT (BLDG. 2) 2 0 AIRPORT EQUIP. SHOP (BLDG. 09) 0 FIRE STATIO ARFF EQUIPMET (BLDG. 2) FBO FUEL TAK 20 CITY STORAGE (BLDG. 0) 6 06 CITY HAGAR 0 CITY THAGAR, 6 TOTAL UAS RUWAY RPZ 2 00 0 00 BRL(F) BRL(E) TERPS 0: DEPARTURE 0 BUILDIG/FACILITY KEY EISTIG/ TERPS 0: DEPARTURE 0 BUILDIGS AIRFIELD PAVEMET BUILDIG RESTRICTIO LIE (BRL) AIRCRAFT PARKIG LIE (APL) AIRPORT PROPERTY LIE RUWAY SAFETY AREA (RSA) OBJECT FREE AREA (OFA) OBSTACLE FREE ZOE (OFZ) TAIWAY OBJECT FREE AREA (TOFA) RUWAY PROTECTIO ZOE (RPZ) RUWAY VISIBILITY ZOE (RVZ) GROUD COTOURS AIRPORT REFERECE POIT (ARP) RUWAY ED IDETIFIER LIGHTS (REIL) VISUAL GUIDACE IDICATORS (PAPI) WID IDICATOR SEGMETED CIRCLE WID IDICATOR FECE BEACO THRESHOLD LIGHTS ACCESS ROAD/VEHICLE PARKIG AVIGATIO EASEMET PRECISIO OBSTACLE FREE ZOE DEVELOPMET RESERVE TO BE REMOVED TURF LADIG AREA BLDG HEIGHT DESCRIPTIO 8 0 FBO (BLDG. 2) 9 0 FBO (BLDG. ) 20 FBO (BLDG. 6) 2 2 FBO 22 06 PRIVATE HAGARS 2 060 PRIVATE HAGARS 2 8 ATIOAL GUARD HAGAR & ARMORY 2 08 FBO 26 ATIOAL WEATHER SERVICE 2 LIFE FLIGHT HAGAR (E) 28 CARGO BUILDIG (F) 29 CITY SRE BUILDIG (F) 0 THAGAR (F) COVETIOAL HAGAR (F) 2 FLE HAGAR (F) HOTEL (F) MALSR ODALS AIRPORT LAYOUT PLA LEGED EISTIG EISTIG/ RPZ 00 20 VIS MI < / MILE BRL (E) APL (E) 0 0 BRL (F) APL (F) 0 OF

DESCRIPTIO AIRPORT ELEVATIO AIRPORT ACREAGE ARP COORDIATES MAGETIC DECLIATIO MEA MA. DAILY TEMPERATURE FAA IDETIFIER DATUM RUWAY LEGTH AD WIDTH RUWAY PAVEMET STREGTH (I 000 LBS) AIRPORT DATA TABLE LAT. LOG. EISTIG 9.' 2,2 '.9" W 8.8" 'E (/20) 88 KPDT AD8/AVD88 RUWAY DATA TABLE EISTIG RUWAY 2.8 2, '.02" W 8.8" AUAL RATE OF CHAGE 0 8'W EISTIG 60 82' 0 SW; 2 DW; 6 DSW; 20 DDT 0 SW; 20 DW; 2 DSW; 22 DDT RUWAY 29 UAS RUWAY 280 6 2. SW EISTIG DECLARED DISTACES RUWAY 2 TORA 60 TODA 60 ASDA 60 LDA 60 TORA 60 TODA 60 ASDA 60 LDA 60 RUWAY 29 TORA 82' TODA 82' ASDA 82' LDA 82' TORA 82' TODA 82' ASDA 82' LDA 668' 2 29 DECLARED DISTACES RUWAY 2 TORA 60 TODA 60 ASDA 60 LDA 60 TORA 60 TODA 60 ASDA 60 LDA 60 RUWAY 29 TORA 8' TODA 8' ASDA 8' LDA 8' TORA 8' TODA 8' ASDA 668' LDA 668' 2 29 W WW WSW 280 20 260 290 20 00 20 20 0 220 20 0 20 0 200 0 90 60 0 20 28 2 22 2 6........ 0 KOTS.... CALMS = 80.2...0 WID COVERAGE:..6 98.9 %..8..2..........2..2.... SW W.2. W.2..6.9..8 2...9. SSW 80 S 0 60 E SSE 0 0 0 0 E 0 0 SE 60 20 0 0 80 EE 90 00 ESE E RUWAY PAVEMET TYPE RUWAY PERCET WID COVERAGE ( MPH) RUWAY PERCET GRADIET / MAIMUM GRADE AIRPORT REFERECE CODE (ARC) FAR PART DESIGATIO (SEE OTE ) PIAS ROLE / SERVICE LEVEL TERMIAL AVAIDS TAIWAY LIGHTIG TAIWAY MARKIG ASPHALT GEERAL AVIATIO ILS/VOR/DB REFLECTORS (D,E) MITL (A,E,G,F) BASIC ASPHALT 98.0% 9.9% 0.0% CIII PIR LARGER THA UTILITY 0.% BII PI LARGER THA UTILITY GEERAL AVIATIO REFLECTORS (D,E) MITL (A,E,G,F) BASIC ASPHALT 0.6% A/B (SMALL) VISUAL REFLECTORS BASIC UAS RUWAY TORA 280 TODA 280 ASDA 280 LDA 280 TORA 280 TODA 280 ASDA 280 LDA 280 RUWAY 2 96. RUWAY 29 8.90 COMBIED 9.6 ALL WEATHER WID ROSE CDC : 200620,28 OBSERVATIOS WID COVERAGE I PERCET VFR IFR ALL 2 2 2 98. 92.66 98.8 98. 9. 99.29 99.6 98.0 99. 96.8 89.0 9.8 98.0 9.9 98.9 RUWAY SAFETY AREA LEGTH AD WIDTH LEGTH BEYOD RUWAY ED OBJECT FREE AREA LEGTH AD WIDTH LEGTH BEYOD RUWAY ED OBSTACLE FREE ZOE LEGTH AD WIDTH LEGTH BEYOD RUWAY ED EISTIG CODITIOS 80 0 00 80 80 00 60 0 EISTIG STADARD 80 0 00 80 80 00 60 0 CODITIOS 80 0 00 80 80 00 60 0 STADARD 80 0 00 80 80 00 60 0 RUWAY DATA TABLE RUWAY 2 RUWAY 29 EISTIG CODITIOS 60 0 682' 0 0 982' 0 EISTIG STADARD 682' 0 682' 0 0 982' 0 CODITIOS 60 0 682' 0 0 982' 0 STADARD 682' 0 682' 0 0 982' 0 CODITIOS 28 2 2 28 2 2 2 UAS RUWAY STADARD 28 2 2 28 2 2 2 EISTIG O STADARD CODITIOS O. ITEM DESCRIPTIO DISPOSITIO 2 OFA (FECE) RSA HOTSPOT TAILAE OFA FECE LOCATED I OFA OSTADARD WIDTH, LEGTH BEYOD RUWAY 29 ED COFUSIG GEOMETRY EAR RUWAY / TAIWAY COECTIOS LESS THA STADARD CLEARACE FROM CETERLIE TO STRUCTURE RELOCATE OUTSIDE OF OFA DECLARED DISTACES TAIWAY RECOFIGURATIO MODIFY TAILAE AD HAGAR LOCATIOS OFA (LOCALIZER) ATEAE LOCATED I OFA RELOCATE OUTSIDE OF OFA RUWAY LIGHTIG RUWAY ED RUWAY CATEGORY RUWAY SLOPE VISIBILITY MIIMUMS RUWAY MARKIGS OPRECISIO PRECISIO RUWAY ED COORDIATES LAT. '.288" '." LOG. W 8 ' 2." W 8 9'.88" ISTRUMETATIO AD AIDS ILS / GPS / VOR ILS / GPS / VOR VISUAL AIDS CRITICAL AIRCRAFT (ARC) WIGSPA WEIGHT SPEED LEGTH OF HAUL OFZ PEETRATIO PART REQUIRED ACTUAL EISTIG CODITIOS HIRL OPRECISIO 2 PRECISIO 0: 0: MILE ODALS / VASI 9' 0,000 LBS. 0 KOTS <200 MILES O / MILE PAPIL / MALSR B / C0 (SEE OTE ) RUWAY 2 AIISTRATIO CODITIOS HIRL OPRECISIO OPRECISIO 2 PRECISIO 0: 0: MILE '.288" W 8 ' 2." ILS / GPS / VOR ODALS / VASI / PAPI PRECISIO '." W 8 9'.88" B / C0 (SEE OTE ) <200 MILES O / MILE ILS / GPS / VOR PAPIL / MALSR EISTIG CODITIOS MIRL 29 PI MILE OPRECISIO '.0" W 8 '.2" GPS PAPIL KIG AIR 9' TO LESS THA 9' O PI MILE OPRECISIO MORE THA 2,00 LBS ' 2.282" W 8.889" WAAS (GPS) PAPIL 9 TO LESS THA 2 KOTS 00 MILES RUWAY 29 CODITIOS MIRL 29 PI MILE OPRECISIO '.0" W 8 '.2" GPS PAPIL SAAB 0B 9' TO LESS THA 9' O PI MILE OPRECISIO ' 2.0" W 8 6.92" WAAS (GPS) MORE THA 2,00 LBS PAPIL 9 TO LESS THA 2 KOTS 00 MILES UAS RUWAY CODITIOS VISUAL 20: 20: MILE BASIC ' 0.9" W 8 2.88" VISUAL 20: 20: MILE BASIC ' 0.22" W 8.8" MQ 9 REAPER 9' TO LESS THA 9' LESS THA 2,00 LBS 9 TO LESS THA 2 KOTS 000 MILES O TAIWAY WIDTHS TAILAE WIDTHS TAIWAY SAFETY AREA TAILAE SAFETY AREA TAIWAY OBJECT FREE AREA TAILAE OBJECT FREE AREA EISTIG CODITIOS EISTIG STADARDS CODITIOS STADARDS VARIES 2' (ADG I), ' (ADG II), (ADG III) VARIES VARIES VARIES VARIES VARIES OTE:. EISTIG CIII ARC MAITAIED BASED O COMBIATIO OF CIVILIA AD MILITARY TRAFFIC. 2' (ADG I), ' (ADG II), (ADG III) 9' (ADG I), 9' (ADG II), 8' (ADG III) 9' (ADG I), 9' (ADG II), 8' (ADG III) 89' (ADG I), ' (ADG II), 86' (ADG III) 9' (ADG I), ' (ADG II), 62' (ADG III) THE AIISTRATIO (PROJECT UMBER 0060220) AIRPORT DATA SHEET 2 OF