ted stevens anchorage international airportdot.state.ak.us/anc/about/docs/appendix k_airport layout...

2014 MASTER PLAN UPDATE

VOLUME NO. 4 | APPENDIX K - AIRPORT LAYOUT PLAN (ALP)

FINAL DECEMBER 2014

IN ASSOCIATION WITH:HDR DOWL HKMRIM ArchitectsATAC

Ted Stevens Anchorage International Airport

Photo credit: Vanessa Bauman

TED STEVENS ANCHORAGE INTERNATIONAL AIRPORT

MASTER PLAN UPDATE

APPENDIX K AIRPORT LAYOUT PLAN

December 2014

FINAL

Prepared for: Ted Stevens Anchorage International Airport

State of Alaska Department of Transportation & Public Facilities

Prepared by:

In association with: HDR

DOWL HKM RIM Architects

ATAC

AKSAS Project No.: 54320 RS&H Project No. 226-2566-000

The preparation of this document was financed in part through a planning grant from the Federal Aviation Administration (FAA) as provided under Section 505 of the Airport and Airways Improvement Act of 1982, as amended by the Airway Safety and Capacity Expansion Act of 1987. The contents do not necessarily reflect the official views or policy of the FAA. Acceptance of this report by the FAA does not in any way constitute a commitment on the part of the United States to participate in any development depicted therein, nor does it indicate that the proposed development is environmentally acceptable in accordance with applicable public laws.

PREFACE

The Ted Stevens Anchorage International Airport (Airport) Master Plan Update (Master Plan Update) provides Airport management and the Alaska Department of Transportation & Public Facilities (DOT&PF) with a strategy to develop the Ted Stevens Anchorage International Airport. The intent of the Master Plan Update is to provide guidance that will enable Airport management to strategically position the Airport for the future by maximizing operational efficiency and business effectiveness, as well as by maximizing property availability for aeronautical development through efficient planning. While long-term development is considered in master planning efforts, the typical planning horizon for the Master Plan Update is 20 years. The Federal Aviation Administration provides guidance for Master Plan development in FAA Advisory Circular 150 / 5070-6B, Airport Master Plans. Although not required, the Advisory Circular strongly recommends airports prepare a Master Plan. Funding for the Master Plan Update is provided primarily by the Federal Aviation Administration through an Airport Improvement Program grant. A comprehensive Master Plan Update was last prepared in 2002 and a partial update was undertaken between 2006 and 2008. This Master Plan Update was initiated in June 2012 and concluded in December 2014. The DOT&PF entered into a contract with the firm RS&H to lead this effort. The Master Plan Update included a robust public and stakeholder involvement program.

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Master Plan Update

INTRODUCTION

An Airport Layout Plan (ALP) narrative is a condensed report explaining the reasoning behind the important features of the ALP. An ALP narrative is submitted as part of the ALP package to the Federal Aviation Administration (FAA) for review and approval. The narrative report includes a brief airport description, forecast summary, and discussion of major changes since the most recent ALP, which for Ted Stevens Anchorage International Airport (Airport), was conditionally approved by the FAA on May 13, 2013. In addition to a change in the cartographic standard of the ALP and updated data, major changes include the addition of a list of non-standard conditions, list of potential future airport projects recommended in the Ted Stevens Anchorage International Airport Master Plan Update (Master Plan Update) process, and revised land use classifications and their definitions.

AIRPORT DESCRIPTION

The Airport covers 4,210 acres, not including the Lake Hood Airport and has three asphalt paved runways (including Runway Design Codes [RDC] / Runway Reference Code [RRC]):

Runway 7L-25R (10,600 feet x 150 feet) o Runway 7L D-V-1200 / D/V/1600 o Runway 25R D-V-VIS / D/V/VIS

Runway 7R-25L (12,400 feet x 200 feet) o Runway 7R D-VI-1200 / D/VI/1600 o Runway 25L D-VI-VIS / D/VI/VIS

Runway 15-33 (10,960 feet x 150 feet) o Runway 15 D-V-4000 / D/V/4000 o Runway 33 D-V-5000 / D/V/5000

The Airport is classified as a medium hub, commercial service airport within the National Plan of Integrated Airport Systems (NPIAS). The Airport is one of the busiest airports nationally and internationally for cargo landed weight. The Airport also plays an important role in the intrastate transport of goods and people as 82% of Alaska communities are inaccessible by road1.

AVIATION ACTIVITY FORECAST SUMMARY

A forecast of aviation activity was completed for the Airport, Fairbanks International Airport, and Lake Hood Airport as part of the 2013 Alaska International Airport System (AIAS) Planning Study (AIAS Planning Study) with a baseline year of 2010 and projections made through 2030. The forecast of aviation activity is documented in detail in the May 2013 AIAS Forecast Technical Report (AIAS Forecast). The AIAS Forecast was submitted to the FAA for review on June 5, 2012. It was accepted by the FAA on September 13, 2012. The text that follows provides a summary of the passenger, cargo, general aviation, and aircraft operations forecast for the Airport. Passenger Total annual passenger enplanements grew from approximately 2.2 to 2.5 million from 2000 to 2011 (approximately 1.2% annual growth). For passenger enplanements, the peak month has historically occurred and still continues to occur in the summer months of June through August. Approximately 64% of total passenger enplanements are from domestic traffic between Anchorage and the Lower 48 States. The remaining

1 Alaska Department of Transportation and Public Facilities, Alaska International Airport System 101 Presentation, 2012.

share of total enplaned passengers is from international and intra-Alaska traffic. The share of transit passengers (passengers that remain on the aircraft or deplane / enplane the same aircraft as it stops at the Airport) has generally decreased since 2000 due to the introduction of new-generation, long-range aircraft which enables airlines to fly non-stop between Asia and the Lower 48 States. Future passenger enplanements are forecast to grow from 2.4 to 3.1 million enplanements between 2010 and 2030 with an average annual growth rate of 1.3%. Cargo The Airport is ranked second in the nation for cargo landed weight behind Memphis International Airport according to Airports Council International (ACI). The Airport is ranked sixth in the world for total cargo weight behind airports in Hong Kong, Memphis, Shanghai, Incheon (Seoul), and Dubai. For this ALP Narrative Report, cargo tonnage is described for intrastate cargo and international / domestic cargo. Intrastate or intra-Alaska cargo is cargo that is transported between the Airport and other Alaskan airports. The majority of intrastate cargo is shipped as part of the U.S. Postal Service Bypass Mail Program by chartered cargo carriers or passenger airlines as belly cargo. As stated in the AIAS Forecast, historically, intrastate cargo tonnage decreased slightly (127,000 to 110,000 short tons between 2000 and 2010 [approximately -0.4% annual growth]). However, intrastate cargo tonnage is forecast to return to 128,000 short tons by 2030 with an average annual growth rate of 0.8%. International and domestic (United States or interstate) cargo pertains to cargo that is transported between the Airport and other countries or the Lower 48 States, respectively. It includes cargo handled by various cargo carriers, including integrated cargo carriers such as FedEx and United Parcel Service (UPS) and other all-cargo carriers such as Atlas, Polar, or Korean Air Cargo, and cargo carried in the belly of aircraft, such as on some passenger airlines. As stated in the AIAS Forecast, approximately 42% of all international and United States interstate cargo was transported in 2010 as transit operations. Transit cargo is seldom taken off aircraft while at the Airport. Historically, international and domestic cargo has increased from 3.5 million to 4.7 million short tons between 2000 and 2010 (approximately 3.3% average annual growth). International and domestic cargo is forecast to continue to grow to 8.7 million short tons by 2030 with an average annual growth rate of 3.0%. The peak month of cargo activity occurs in October in the lead-up to the North American holiday shopping season. General Aviation While there is no official definition of general aviation by the FAA, it is comprised of all aviation activity outside of those air carriers that operate under Part 121, Part 129, or Part 135 of Chapter 14 of the Code of Federal Regulations. General aviation primarily includes privately owned and operated aircraft and does not include users that hold air carrier certificates or permits. General aviation activity at the Airport includes aircraft parking, hangars, fixed base operators (FBOs), fuel services, and flight schools in the South Airpark and East Airpark. Nationally, personal and recreational general aviation activity has declined for various reasons including socioeconomics, aircraft utilization, increasing maintenance costs, and pilot trends. Alternatively, corporate and business-related general aviation has increased nationally. The Airport has experienced a similar trend, namely a decline in operations from 2000 - 2008 with a partial recovery since 2008. Aircraft Operations Aircraft operations have historically declined from 250,000 to 212,000 operations between 2000 and 2011 due to a loss of international passenger flights, general aviation, air taxi, and military operations, as well as an increase in average aircraft gauge and load factor of passenger and cargo flights. Annual aircraft operations are forecast to grow from 215,564 to 281,942 operations between 2010 and 2030 with an average annual growth rate of 1.4%.

December 2014 1 Appendix K - Airport Layout Plan

Ted Stevens Anchorage International Airport Master Plan Update It is forecast that operations would return to 2000 levels (record high to date) around 2022. General aviation operations are forecast to grow at 1.4% annually. Military operations are forecast to remain constant at the 2011 level of activity, after adjustment to net out the impact of the relocation of the Kulis Air National Guard. The aircraft operations forecast summary is shown in Table 1.

Table 1 Anchorage International Airport Aircraft Operations Forecast Summary

Existing Forecast (2010)

Master Plan Update Baseline

(2012) PAL 1 (2015)

PAL 2 (2020)

PAL 3 (2025)

PAL 4 (2030)

Passenger1 93,246 96,669 99,198 101,540 106,376 111,212 Cargo1 78,830 74,871 82,680 95,812 107,262 118,714

Air Taxi and Other2 3,027 3,125 2,700 2,793 2,509 2,036 General Aviation 36,060 37,761 38,152 39,863 43,324 47,713

Military 4,401 2,408 2,267 2,267 2,267 2,267 TOTAL 215,564 214,835 224,997 242,275 261,738 281,942

Source: 2013 Alaska International Airport System (AIAS) Forecast Technical Report (AIAS Forecast; approved by the FAA June 5, 2012). Notes: Operations during the Master Plan Update baseline year, 2012, were determined by interpolating forecast operations data from the AIAS Forecast. 1 - Aircraft landings forecasts multiplied by two. Includes some operations classified as air taxi and other in Table 10.3 of the AIAS Forecast. 2 - Total operations less all other categories.

CHANGES FROM THE PREVIOUS ALP

Recent revisions to Advisory Circular (AC) 150 /5300-13A, Airport Design (AC 150 / 5300-13A; effective September 28, 2012) as well as the new ALP Checklist as documented in Standard Operating Procedure (SOP) 2.00, Standard Procedure for FAA Review and Approval of Airport Layout Plans (ALPs) (effective October 1, 2013) resulted in several major changes since May 2013 when the last ALP was conditionally approved by FAA Alaskan Region. The previous ALP was updated primarily to show as-built conditions at the Airport. Since May 2013, the ALP was updated as part of the current Master Plan Update to 1) remove an existing Modification to Standard, 2) address non-standard conditions identified as a result of a design standards assessment, 3) show potential future development to address future capacity needs, and 4) evaluate land use requirements and land use classifications.

MODIFICATION TO STANDARDS

The existing Runway 15-33 centerline to Taxiway Y centerline separation is 508 feet. Currently, a Modification to Standard (MOS) exists for this condition. The parallel taxiway separation minimum requirement for reverse turn high speed exits has been reduced to 484 feet per Change 1 of AC 150 / 5300-13A (February 26, 2014). As such, the required lateral separation between Runway 15-33 and Taxiway Y is 500 feet based on runway design standards; therefore, the MOS for Runway 15-33 and Taxiway Y is obsolete and is no longer required.

NON-STANDARD CONDITIONS

An assessment of current conditions against design standards resulted in the identification of several non-standard conditions. These non-standard conditions are listed in Table 2, which also appear on the ALP drawing. The Alaska Department of Transportation and Public Facilities (DOT&PF) and FAA will need to work together to resolve these non-standard conditions. Some of these non-standard conditions may be resolved through implementation of the recommended Master Plan Update projects.

Table 2 Non-Standard Conditions

Description Existing FAA Requirement Runway 25L Blast Pad Length 200

ADG-VI 400

Taxiway S (West of Taxiway R): Taxiway Shoulder Width 23

ADG-VI, TDG 6 30

Taxiway U (West of Runway 15-33): Taxiway Shoulder Width 23

ADG-VI, TDG 6 30

Taxilane U (East of Taxiway R): Taxilane OFA Width Taxilane Centerline to Fixed / Movable Object

153 North ADG-VI, TDG-7

334 167

Taxilane Y: Taxiway Object Free Area Width Taxiway Centerline to Fixed / Movable Object

156.3 East 110.3 West

ADG-V, TDG 7 320

Taxiway Z: Taxiway Safety Area / Object Free Area Width Taxiway Centerline to Fixed / Movable Object

South End of Twy ADG-III, TDG 4

118' 162'

East / West Parallel Taxiway: Taxiway Object Free Area Width Taxiway Centerline to Fixed / Movable Object

65.9' North ADG-III, TDG 4 186'

Taxiway W: Taxiway Shoulder Width

23 ADG-VI, TDG 6 30

Taxiway E (south of Taxiway K): Acute Angle Runway Intersection Acute Angle Perpendicular Angle

Taxiway R (south of Taxiway K): Acute Angle Runway Intersection Acute Angle Perpendicular Angle

Taxiway G (south of Taxiway K): Acute Angle Runway Intersection Acute Angle Perpendicular Angle

Taxiway C (south of Runway 7L-25R): Acute Angle Runway Intersection Acute Angle Perpendicular Angle

Taxiway D (south of Runway 7L-25R): Acute Angle Runway Intersection Acute Angle Perpendicular Angle

Taxiway F: Acute Angle Runway Intersection Acute Angle Perpendicular Angle

Taxiway C (south of Runway 7R-25L): Acute Angle Runway Intersection Acute Angle Perpendicular Angle

Source: RS&H, 2014.

BEST PRACTICES AND OTHER AIRFIELD LAYOUT CONSIDERATIONS

The FAA previously allowed Taxiway Object Free Areas (OFAs) to be calculated based on the wingspan of specific aircraft but this practice does not appear to be permitted per AC 150 / 5300-13A. OFA dimensional requirements are specified in AC 150 / 5300-13A for the most demanding aircraft in each Airplane Design Group (ADG). The following Airport taxiways / taxilanes use an OFA calculated specifically for the Boeing 747-8. These taxiways / taxilanes are currently in compliance; however, it is important to note that these taxiway / taxilane

Appendix K - Airport Layout Plan 2 December 2014


Master Plan Update OFAs may need to be addressed to meet full ADG-VI standards when these taxiways are in need of reconstruction.

Taxilane E north of Taxiway M Taxilane G1 north of Taxiway L

New standards contained in AC 150 / 5300-13A prohibit acute angle taxiways directly linking two runways. The FAA no longer permits acute angle taxiways directly connecting two runways for two reasons:

1. Acute angle taxiways are designed to enable arriving aircraft to exit the runway at a higher rate of speed. Aircraft taxing at a high rate of speed are less likely to be able to stop prior to crossing a hold-bar and entering the adjacent runway where another aircraft may be landing or taking off and traveling at a high rate of speed.

2. Pilots in an aircraft on an acute angle taxiway will have limited visibility of the runway they are

crossing due to the angle of the airplane relative to the runway being crossed. Limited visibility may reduce pilot situational awareness making it difficult to see traffic on the runway the pilot is preparing to cross.

FAA standards contained in AC 150 / 5300-13A now require perpendicular runway-taxiway intersections intended to increase pilot situational awareness near the runway-taxiway intersection unless the acute angle taxiways lead to a parallel taxiway. Reconfiguration of these acute angled taxiways may remove Hot Spot 1 and Hot Spot 2. Removal of Taxilane G (north of Taxiway K) may also remove Hot Spot 1.

Hot Spot 1 is located at the Taxilane G intersection with Taxilane E and Taxiway K. This is a complex intersection where pilots could potentially make an incorrect turn resulting from reduced situational awareness. Aircraft taxiing to Runway 33 via Taxilane E, Taxiway G, and Taxiway K could miss the turn from Taxiway G onto Taxiway K and continue on Taxiway G toward Runway 7L-25R. The potential risk of runway incursion at this location would be higher during conditions of reduced visibility. Hot Spot 2 is located along Taxiway E between Runway 7L-25R and Runway 7R-25L. It involves pilots confusing hold short instructions for Runway 7L-25R and Runway 7R-25L when taxiing to Taxiway K via Taxiway E and Taxiway F. Taxiway D signage may not be visible from Taxiway E and Taxiway F hold positions.

RECOMMENDED PROJECTS

Several projects were recommended as part of the Master Plan Update to address non-standard conditions, best practices, and facility requirements to accommodate forecast demand. The capital improvement and land acquisition projects are summarized, by potential implementation year, in Table 3. They are also shown on the ALP. The timing of specific development projects for the Airport will be determined by actual, rather than forecast demand. Additional environmental documentation efforts and FAA coordination will need to be completed prior to the implementation of these projects.

Table 3 Recommend Master Plan Update Capital Improvement and Land Acquisition Projects

Potential Acquisition / Construction Implementation Year Project Element Description

2015 Aircraft Rescue and Fire Fighting (ARFF) Training Facility The project includes final site selection, potential NEPA documentation, design, and construction of an ARFF training facility with one burn pit located west of the South Airpark to replace the existing ARFF hydrocarbon fuel burn pit, meet applicable environmental regulations, and ensure conformance with applicable FAA AC's and FAR Part 139.

2016 Hotel Site Development The project includes development of a hotel near the North Terminal passenger processor. This project would be initiated by a private developer / tenant through an Airport issued Request for Proposal.

2018 Ground Run-up Enclosure (GRE) The project includes site selection, potential NEPA documentation, design, and construction of a GRE to mitigate noise generated during routine aircraft maintenance, decreasing noise impacts to the surrounding community.

2018 "Papa" Remain Overnight (RON) Apron Expansion and Postmark Bog Development

The project includes potential NEPA documentation, design, and construction for expanding the "Papa" RON apron by adding five additional A380-capable parking positions, extending Taxilane P, and constructing a new taxilane south of Taxilane P. The project also includes expanding the Postmark Bog area. NEPA documentation, design and construction for the Postmark Bog development would be undertaken by the developer / tenant. The cost for expanding and developing the Postmark Bog area is anticipated to be borne by the developer / tenant.

2018 - 2020 Runway 15-33 Widening and Decoupling, Taxiway R Extension, Taxiway Q Realignment, Taxiway Q1 Construction

The project includes potential NEPA documentation, design, and construction for the 1) widening of Runway 15-33, 2) decoupling of Runway 33 to eliminate the intersection with Runway 7L-25R and overlapping RSAs, 3) extension of Taxiway R to the Runway 15 end, 4) realignment of Taxiway Q, and 5) construction of Taxiway Q1.

Note: The potential implementation year presented for each project was determined based on forecast demand. The year each project will be implemented will be based on actual demand.


Ted Stevens Anchorage International Airport Master Plan Update

Table 3 Recommend Master Plan Update Capital Improvement and Land Acquisition Projects (contd.)

Potential Acquisition / Construction Implementation Year Project Element Description 2019 East / West Parallel Taxiway and South Airpark Development

The potential implementation year presented for each project was determined based on forecast demand. The year each project will be implemented will be based on actual demand.

This project includes potential NEPA documentation, design, and construction for an extension of the East / West Parallel Taxiway (ADG-VI) to the east and west and for South Airpark development. NEPA documentation, design and construction would be undertaken by the developer / tenant. The cost for developing the existing South Airpark area (Kulis Business Park and in vacant areas along the north / south portion of Taxiway Z) is anticipated to be borne by the developer / tenant.

2019 - 2022 South Terminal Expansion Project (STEP) The potential implementation year presented for each project was determined based on forecast demand. The year each project will be implemented will be based on actual demand.

STEP includes construction of a new South Terminal concourse with five new gates at the South Terminal to accommodate domestic and international operations and demolition of the North Terminal concourse. The advanced planning effort (an in-depth requirements and phasing analysis) will assess the impacts to domestic and international passenger flows, space allocations and impacts to airlines, impacts of construction activity on airport operations, impacts on apron areas and finalize phasing prior to design. Coordination between construction activity and airport operations would also be considered during advanced planning. NEPA documentation may also be required. The construction of STEP is anticipated to be completed in three phases. Phase 1 includes 1) relocating R2, R3, and R4 aircraft parking positions, 2) securing any necessary permits / clearances, 3) relocating passenger operations impacted by STEP temporarily to the North Terminal, and 4) constructing a new South Terminal concourse. Phase 2 includes 1) relocating passenger operations to new South Terminal concourse, 2) demolishing the North Terminal concourse, and 3) upgrading the North Terminal processor. Phase 3 includes redeveloping the North Terminal apron for aircraft parking.

2020 Land Acquisition The land to the west of the Airport may be acquired through purchase from or trade with the Municipality of Anchorage or other owners.

The project would provide opportunity for land acquisition for the future development of the West Airpark via a land trade with the MOA or purchase from the MOA or other owners.

2020 Fuel Farm Expansion The project includes design and construction of a tenant initiated fuel farm expansion. Design and construction would be undertaken by the developer / tenant. The cost for expanding the fuel farm is anticipated to be borne by the developer / tenant.

2020 Fairbanks International Airport Improvements The potential implementation year presented for each project was determined based on forecast demand. The year each project will be implemented will be based on actual demand. The project would accommodate a transfer of at least 50% of the technical cargo stop operations at Anchorage International Airport.

The project includes planning, potential NEPA documentation, design, and construction for necessary improvements at Fairbanks International Airport. This project would be sponsored and funded by Fairbanks International Airport.

2020 - 2034 Crossfield Taxiways Realignment Realignment of the crossfield taxiways would likely occur when Runway 7R-25L is reconstructed or when directed by FAA, whichever is sooner.

The project includes potential NEPA documentation, design and construction to realign the crossfield taxiways perpendicular to the east-west runways in accordance with FAA standards (AC 150/5300-13A, Airport Design) and FAA coordination.

2021 New South Airpark Access Roadway The project includes potential NEPA documentation, design and construction of a roadway on the west side of the South Airpark to enable corporate and general aviation development at the west end of the existing South Airpark (near the north / south portion of Taxiway Z).

Note: The potential implementation year presented for each project was determined based on forecast demand. The year each project will be implemented will be based on actual demand.



Master Plan Update

Table 3 Recommend Master Plan Update Capital Improvement and Land Acquisition Projects (contd.)

Potential Acquisition / Construction Implementation Year Project Element Description 2024 North Airpark Roadway Realignment, Taxiway T Extension,

and Eastward Expansion of the North Airpark This project includes potential NEPA documentation, design, and construction to include 1) construction of the North Airpark Roadway, 2) extension of Taxiway T, and 3) redevelopment / eastward expansion of the North Airpark for future development by tenants of the North Airpark. NEPA documentation and construction of the redevelopment / eastward expansion of the North Airpark would be undertaken by the developer / tenant. The cost for expanding and developing the North Airpark is anticipated to be borne by the developer / tenant.

2025 North Airpark Northward Expansion The project includes cargo development to the north of the existing North Airpark boundary and toward Point Woronzof Drive by tenants of the North Airpark. The project would be undertaken by the developer / tenant. The cost for expanding and developing the North Airpark is anticipated to be borne by the developer / tenant.

2027 Potential West Airpark Development The potential implementation year presented for each project was determined based on forecast demand. The year each project will be implemented will be based on actual demand.

The project includes advanced planning, potential NEPA documentation, design, and construction for six A380-capable aircraft parking positions and associated taxiways in the West Airpark for the potential future development of the West Airpark. Advanced planning, NEPA documentation and construction of the West Airpark development would be undertaken by the developer / tenant. The cost for expanding and developing the West Airpark, excluding cargo parking positions, is anticipated to be borne by the developer / tenant.

2027 Tunnel to West Airpark The project includes design and construction of a tunnel connecting the east and west sides of the Airport. A 4-lane tunnel, providing public and secure access would be constructed from Postmark Drive and run west under Taxiway R, Runway 15-33, and Taxiway Y to the West Airpark. The public access tunnel (2 lanes) would continue under the potential north / south runway and associated taxiways. The secure access tunnel (2 lanes) would surface in the West Airpark between the existing and potential north / south runways. Potential NEPA documentation could be completed as part of the Potential North / South Runway project or Potential West Airpark Development project.

2027 Public Parking Facilities Reconfiguration This project includes potential NEPA documentation, design, and construction to reconfigure and expand public parking facilities.

2028 Potential North / South Runway The potential implementation year presented for each project was determined based on forecast demand. The year each project will be implemented will be based on actual demand.

The project includes advanced planning, potential NEPA documentation, design, and construction for a potential north / south runway and associated airfield improvements (e.g., taxiways, service roads, earthwork), and realignment of a contiguous Coastal Trail.

TBD Deicing Chemical Collection Improvement The implementation of the deicing chemical collection improvement project is driven by the FAA and USEPA.

The project includes potential NEPA documentation, design, and construction of an enhanced deicing chemical collection system based on regulatory changes.

Source: RS&H, 2014. Note: The potential implementation year presented for each project was determined based on forecast demand. The year each project will be implemented will be based on actual demand. Future tenant development costs are not presented as these costs are anticipated to be borne by the developer / tenant. These include project costs for environmental documentation, design, and construction activities. AC = Advisory Circular, ADG = Airplane Design Group, ADAPT = Annual Delay and Activity Performance Times, AIAS = Alaska International Airport System, Airport = Ted Stevens Anchorage International Airport, ARFF = Aircraft Rescue and Fire Fighting, ATCT = Airport Traffic Control Tower, Coastal Trail = Tony Knowles Coastal Trail, FAA = Federal Aviation Administration, FAR = Federal Aviation Regulation, GRE = Ground Run-up Enclosure, Master Plan Update = Ted Stevens Anchorage International Airport Master Plan Update, MOA = Municipality of Anchorage, NEPA = National Environmental Policy Act, OAIASS = Optimize AIAS Strategy, RON = Remain Overnight, STEP = South Terminal Expansion Project, USEPA = U.S. Environmental Protection Agency



LAND USE CLASSIFICATIONS

Revised land use classifications for the Airport were prepared to enhance the management of Airport land assets, maximize property availability for aviation development through efficient and compatible planning, and allow appropriate strategic decision-making to accommodate future demand. It is important for the Airports land use classifications to comply with FAAs definitions of Aeronautical and Nonaeronautical since FAA Grant Assurances predicate the appropriate use and enforcement of land uses. Ultimately, the goal is to ensure adequate land is available to support air transportation requirements for the 20-year planning horizon and beyond. On-airport land areas are therefore allocated for a specific use to promote safe and efficient aviation activities. Compatibility with off-Airport land uses and noise impacts to the community are also considered. Land use classifications represent the highest and best use to promote a safe and efficient Airport. As such, the land use classifications define the primary, or preferred, land use for Airport property. However, in some cases secondary, or non-preferred, land uses may be allowed for an interim duration. Additionally, tenant or subtenant operations may encompass multiple land use classifications which differ from that of the primary land use classification. An application for use of Airport land that differs from the primary land use classification requires the approval of Airport management, in consultation with the FAA. Airport land use classifications are intended to provide adequate specificity to be applied to future tenants and land use. The land use classifications are presented below with the above-mentioned considerations in mind. Off-Airport lands that are deemed areas of high value that are not currently under the direct control of the Airport are also depicted as Land Acquisition on the graphic. Land use classifications for the Lake Hood Airport will be addressed during the Master Plan Update for Lake Hood Airport and were not addressed during this Master Plan Update process. International Cargo The International Cargo land use classification includes Airport lands related to the accommodation of facilities for the handling and processing of international air cargo and air mail including apron areas for the loading, unloading, maintaining, and servicing of international cargo aircraft with direct airfield access. Example facilities and activities include, but are not limited to, international cargo processing, transitional warehousing, hangar facilities, apron space, and remain overnight cargo aircraft parking positions for air carriers operating through Anchorage between the Lower 48 States and international destinations. Tenants and facilities in this classification are differentiated from Domestic Cargo in that the aircraft and cargo operations associated with this classification originate or terminate outside of the United States. Also, International Cargo operations typically utilize larger aircraft (e.g., wide-body jets) and occupy larger cargo processing and transitional warehouse facilities. Uses in this classification are deemed compliant with the FAAs definition of Aeronautical use. Domestic Cargo The Domestic Cargo land use classification includes Airport lands related to the accommodation of facilities for the handling and processing of domestic air cargo and air mail including apron areas for the loading, unloading, maintaining, and servicing of domestic cargo aircraft with direct airfield access. Domestic Cargo encompasses activities classified as Regional Cargo and Other Domestic Cargo.

Example facilities and activities include, but are not limited to, domestic cargo processing, transitional warehousing, hangar facilities, and apron space for air carriers operating within Alaska or between Anchorage and the Lower 48 States. Tenants and facilities in this classification are differentiated from International Cargo in that the aircraft and cargo operations associated with this classification typically originate and terminate within Alaska and the Lower 48 States. Also, Domestic Cargo operations typically utilize smaller aircraft (e.g., turboprops and narrow-body jets) and occupy smaller cargo processing and transitional warehouse facilities. Uses in this classification are deemed compliant with the FAAs definition of Aeronautical use. Aircraft Aeronautical The Aircraft Aeronautical land use classification includes Aeronautical activities, other than International Cargo and Domestic Cargo, which require direct aircraft access to the airfield. This land use classification includes Airport lands related to the accommodation of facilities for maintenance and storage of aircraft, aircraft parking, and flight operations. Example facilities and activities include, but are not limited to, full service FBOs, aircraft fuel services, condo-style aircraft hangars, air ambulance operations, and small commercial or private aircraft operations. Uses in this classification are deemed compliant with the FAAs definition of Aeronautical use. Other Aeronautical The Other Aeronautical land use classification includes Airport lands related to the accommodation of facilities that do not require direct aircraft access to the airfield and are in support of the maintenance and operations of aircraft and the Airport. Example facilities and activities include, but are not limited to, ground handling services, airfreight forwarding which receives and sends 100% of its freight to and from the Airport via aircraft, aircraft parts sales, bulk fuel storage serving the hydrant fueling system and mobile fueling services fueling operations. Also included in this classification are facilities required to operate the Airport such as Aircraft Rescue and Fire Fighting, air traffic control tower, airfield maintenance, airport facility maintenance, airport maintenance equipment yards, airport material storage, and airport snow storage. Uses in this classification are deemed compliant with the FAAs definition of Aeronautical use. Domestic Cargo / Aircraft Aeronautical This classification allows Domestic Cargo and Aircraft Aeronautical development as previously defined. International Cargo / Domestic Cargo This classification allows International Cargo and Domestic Cargo development as previously defined.



Master Plan Update International Cargo / Domestic Cargo /Other Aeronautical This classification allows International Cargo, Domestic Cargo, and Other Aeronautical development as previously defined. Airfield The Airfield land use classification includes the area used for the runway and taxiway system and other pavement areas within the area where aircraft may taxi, takeoff, or land as well as apron areas where aircraft may park. It also includes land areas where airfield lighting and navigational aids (NAVAIDs) may be located. Nonaeronautical The Nonaeronautical land use classification includes all uses of the Airport that are not used for Aeronautical purposes as previously defined. The land uses in this classification are nonaeronautical commercial uses that are not required to be located on an airport for the business to operate. The maximum lease term for Nonaeronautical development is 35 years. Areas designated as Nonaeronautical do not exclude Aeronautical use activities; Aeronautical users may lease within any area designated as Nonaeronautical. An Aeronautical user takes priority over a Nonaeronautical user in consideration of a lease. Example facilities and activities include but are not limited to; freight forwarding (any forwarder that does not receive or send 100% of its freight via aircraft); car rental facilities, rental of vehicles that will not fit in the rental car facility; in-flight catering kitchens, restaurants; retail establishments; vehicle storage; manufacturing / testing / assembly; warehousing; U.S. Post Office; and administrative and corporate offices. Utility facilities are also Nonaeronautical. Other Aeronautical / Nonaeronautical This classification allows Other Aeronautical and Nonaeronautical development as previously defined. Applications for Aeronautical Support developments are prioritized over Nonaeronautical. Passenger Terminal and Landside The Passenger Terminal and Landside land use classification includes the area that is necessary for the main passenger terminal and related activities that is located within the passenger terminal envelope generally comprising the passenger terminal building and the airport loop road. It also includes associated passenger terminal landside facilities including public and employee parking, access and circulation roadways, passenger terminal curbside, ground transportation and commercial vehicle, rental car, and other transit / rail facilities. Portions of the passenger terminal and landside area may be considered Aeronautical or Nonaeronautical based on tenant use. Passenger carriers include air carriers that transport passengers on a commercial basis. These passenger carriers 1) hold an Air Carrier Certificate or Operating Certificate issued by the FAA, or 2) hold the appropriate permits for foreign air carrier operation issued by the U.S. Department of Transportation. These passenger air carriers also may operate on a scheduled, chartered, or on-demand basis. See Part 121, Part 129, and Part 135 of Chapter 14 of the Code of Federal Regulations for more information.

Future Airport Development The Future Airport Development land use classification includes Airport land areas that are vacant or have not yet been categorized as another land use but are reserved for potential airport development. Land Acquisition The Land Acquisition land use includes areas not currently owned by the Airport which may need to be acquired to support the safe and efficient operation of the Airport. Land acquired by the Airport would be classified as a specific use at the time of acquisition. Department of Military and Veterans Affairs Land Management Agreement Areas operated by the State of Alaska, Department of Military and Veterans Affairs under an Interagency Land Management Agreement.





SHEET INDEX

ANCHORAGE INTERNATIONAL AIRPORT (ANC)

TED STEVENS

Anchorage, Alaska

December 2014

The contents of this plan do not necessarily reflect the official views orpolicy of the Federal Aviation Administration (FAA). Acceptance ofthis document by the FAA does not in any way constitute acommitment on the part of the United States to participate in anydevelopment depicted herein nor does it indicate that the proposeddevelopment is environmentally acceptable in accordance withappropriate public laws.

Airport Layout Plan

DRAWN

SCALE

CHECKED

DATE

DWG NO.

R E V I S I O N SDATE DESCRIPTIONBY

APPROVED

DATEJohn E. Johansen, PE, AAEEngineering, Environmental and Planning Director

1/2015 of 34DATE:FAA, AIRPORTS DIVISION ALASKAN REGION, 2014-AAL-148-NRA

1 COVER SHEET 1/20152 AIRPORT DATA SHEET 1/2015

3 AIRPORT LAYOUT PLAN DRAWING - EXISTINGCONDITIONS 1/2015

4 AIRPORT LAYOUT PLAN DRAWING - FUTURECONDITIONS 1/2015

5 TERMINAL AREA DRAWING - EXISTING CONDITIONS 1/20156 TERMINAL AREA DRAWING - FUTURE CONDITIONS 1/20157 NORTH AIRPARK - FUTURE CONDITIONS 1/20158 EAST AIRPARK - FUTURE CONDITIONS 1/20159 SOUTH AIRPARK - FUTURE CONDITIONS 1/2015

10 WEST AIRPARK - FUTURE CONDITIONS 1/201511 RUNWAY 15 - 33 DECLARED DISTANCES - EXISTING 1/201512 RUNWAY 15L - 33R DECLARED DISTANCES - FUTURE 1/2015

13 RUNWAY 7R - 25L DECLARED DISTANCES EXISTING ANDFUTURE 1/2015

14 RUNWAY 7L APPROACH PLAN AND PROFILE 1/201515 RUNWAY 25R APPROACH PLAN AND PROFILE 1/201516 RUNWAY 7R APPROACH PLAN AND PROFILE 1/201517 RUNWAY 25L APPROACH PLAN AND PROFILE 1/201518 RUNWAY 15 (EXISTING) APPROACH PLAN AND PROFILE 1/201519 RUNWAY 15L (FUTURE) APPROACH PLAN AND PROFILE 1/201520 RUNWAY 33 (EXISTING) APPROACH PLAN AND PROFILE 1/201521 RUNWAY 33R (FUTURE) APPROACH PLAN AND PROFILE 1/201522 RUNWAY 15R (FUTURE) APPROACH PLAN AND PROFILE 1/201523 RUNWAY 33L (FUTURE) APPROACH PLAN AND PROFILE 1/201524 RUNWAY 7L-25R OBSTACLE FREE ZONE 1/201525 RUNWAY 7R-25L OBSTACLE FREE ZONE 1/201526 RUNWAY 15-33 (EXISTING) OBSTACLE FREE ZONE 1/201527 RUNWAY 15L-33R (FUTURE) OBSTACLE FREE ZONE 1/201528 RUNWAY 15R-33L (FUTURE) OBSTACLE FREE ZONE 1/2015

29 AIRPORT AIRSPACE DRAWING PART 77 SURFACES -OUTER 1/2015

30 AIRPORT AIRSPACE - PART 77 (INNER) 1/2015

31 AIRPORT AIRSPACE TABLE - PART 77 SURFACES -INNER 1/2015

32 ON-AIRPORT LAND USE PLAN 1/201533 OFF-AIRPORT LAND USE PLAN (1997 NOISE CONTOURS) 1/201534 AIRPORT PROPERTY MAP 1/2015

RA / NRC EHP

N/A

COVER SHEET

TED STEVENS

ANCHORAGE INTERNATIONAL AIRPORT (ANC)

RS&H Project # 226-2566-000

Prepared by

LOCATION MAPVICINITY MAP

ACRONYMS

AIRPORT DATA

AIRPORT ELEVATION 151.4'

EXISTING AIRPORT REFERENCE POINTLat. 61 10' 27"

Long. 149 59' 53"

MEAN MAX TEMPERATURE HOTTEST MONTH 65 F. / 24.4 C., August

AIRPORT REFERENCE CODE (ARC)

TERMINAL NAVIGATIONAL AIDS

VALUECATEGORY

D-VI

STATE EQUIVALENT SERVICE ROLE International

ASR, NDB, VOR / DME

ALSF-2, MALSR, Rotating Beacon

PAPI, VASICL Lights, TDZ Lights,VISUAL NAVIGATIONAL AIDS

FUTURE AIRPORT REFERENCE POINTLat. 61 10' 32"

Long. 150 00' 11"

ARC AND CRITICAL AIRCRAFT D-VI / B747-8

COMBINED WIND COVERAGE (ALL WEATHER) 99.53%

DISTANCE AND DIRECTION FROM ANCHORAGE 4 miles SW of Anchorage, AK

LAND OWNED IN FEE 4,212 Acres

OWNERState of Alaska Department of

SECTIONAL CHART Anchorage

ARTCC Anchorage CenterAIRPORT USE Public Facility

TRACON A11 - Anchorage TRACON

AIRPORT LOCATION Anchorage, Alaska, U.S.A.

AIRCRAFT RESCUE AND FIREFIGHTING (ARFF) INDEX ARFF Index E

TIME ZONE UTC -8 (UTC -9 during Standard Time)

Transportation and Public Facilities

MISCELLANEOUS FACILITIES

NPIAS SERVICE LEVELMedium Hub, Primary

TWY Lighting, Lighted WindCone, ASOS (118.525)

SHEETNUMBER TITLE

EDITDATE

MAGNETIC DECLINATION 18 0.48' East (May, 2013)

Commercial Service

1. All elevations are in North American vertical Datum of 1988 (NAVD 88).

1

2

2

4. Magnetic Declination source - NOAA Geophysical Data Center

5

2. All Latitude and Longitude coordinates are in North American Datum of 1983 (NAD 83).

LOCMALSR

MIRLMITLMMNDBODALSOEIOFAOFZOLOMPAPIPCCPLLPOFZPVTRDCREILROFARPZRRCRSARTRRVR

LocalizerMedium Intensity Approach Lighting

System With Runway AlignmentIndicator Lights

Medium Intensity Runway Edge LightsMedium Intensity Taxiway Edge LightsMiddle MarkerNon-Directional BeaconOmni-Directional Approach Light SystemOne-Engine InoperativeObject Free AreaObstacle Free ZoneObstruction LightOuter MarkerPrecision Approach Path IndicatorPortland Cement ConcreteParking Limit LinePrecision Obstacle Free ZonePrivateRunway Design CodeRunway End Identifier LightsRunway Object Free AreaRunway Protection ZoneRunway Reference CodeRunway Safety AreaRemote Transmitter ReceiverRunway Visual Range

ADGAOAALSF-2

ARCARFFARPARTCCASDAASDEASOSASRATCTAWOSAZBRLCLFOMOHIRLHITLHMAGPSGSILSIMLDALLWAS

Airplane Design GroupAir Operations AreaApproach Lighting System with Sequence

Flashers (CAT II/III Config.)Airport Reference CodeAircraft Rescue and Fire FightingAirport Reference PointAir Route Traffic Control CenterAccelerate Stop Distance AvailableAirport Surface Detection EquipmentAutomated Surface Observing SystemAirport Surveillance RadarAirport Traffic Control TowerAutomated Weather Observing SystemMLS Azimuth EquipmentBuilding Restriction LineCenterline LightingFixed Or Moveable ObjectHigh Intensity Runway Edge LightsHigh Intensity Taxiway Edge LightsHot Mix AsphaltGlobal Positioning SystemGlideslopeInstrument Landing SystemInner MarkerLanding Distance AvailableLow-Level Wind Shear Alert System

RWSLSTDTBRTDGTDZLTDZETERPSTLNTODATORATRACONTSSTWYVASIVOR

VORTAC

Runway Status LightsStandardTo Be Removed/RelocatedTaxiway Design GroupTouchdown Zone LightingTouchdown Zone ElevationTerminal Instrument ProceduresTaxilaneTakeoff Distance AvailableTakeoff Run AvailableTerminal Radar Approach ControlThreshold Siting SurfaceTaxiwayVisual Approach Slope IndicatorVery High Frequency Omnidirectional

RangeVery High Frequency Omnidirectional

Radio Range with Tactical AirNavigation

5. This area does not include Lake Hood Airport.

4

1

3

3. The ARC and critical aircraft are the same for extisting and future conditions.


Appendix K - Airport Layout Plan December 2014


Runway 7R-25L Grooving AC 150/5320-12C: Section 4 Conditional June 2013

Taxiway Y AC 150/5300-13A: Section 404a Interim Conditional June 2013

Runway 7L Gradient AC 150/5300-13A: Section 313b(2) Unconditional May 2013

Runway 7L-25R: 747-8 AC 150/5300-13: Table 3-3 Unconditional August 2011

Runway 15-33: 747-8 AC 150/5300-13: Table 3-3 Unconditional August 2011

Concrete Dowels: Runway 7R-25L AC 150/5320-6E: Pavement Design Unconditional April 2011

Taxiway Leadoff Lights: Runway 7R-25L at Taxiway G AC 150/5340-30E: Chapter 4 &AC 150/5340-1K: Chapter 4 Conditional April 2011

Runway 7R-25L: Full Length Parallel Taxiway AC 150/5300-13: Appendix 16 Conditional July 2010

Runway 7R-25L: Bituminous Pavement AC 150/5370-10E: P-401 Spec Conditional January 2010

Wingtip Clearance: Taxilane E to RON 12-14 AC 150/5300-13: Chapter 4 Interim Conditional June 2009

Turn Radius: Enter/Exit RON 12-14 AC 150/5300-13: Chapter 4 Interim Conditional June 2009

North Terminal North Taxilane AC 150/5300-13: Taxilane OFA Unconditional April 2006

Taxiway T: DGVI AC 150/5300-13: Taxilane width, TSA, TOFA Unconditional April 2005

Taxiway R: OFA AC 150/5300-13: Taxilane OFA Conditional June 2004

All Runways and Taxiways: Transverse Grade Limitations AC 150/5300-13A: Chapter 3 & Chapter 4 Unconditional July 2013

IFR WIND ROSE ALL WEATHER WIND ROSE

WIND DATASOURCE:

STATION:

US Department of Commerce,NOAA National Climate DataCenter

Anchorage Ted StevensAirport

104,454NO. OFOBSERVATIONS:

SURVEY MONUMENTSPAC OR DESIGNATION PID LAT (NAD 83)LONG (NAD 83) ELEV.

PACSAC

ANC A DN 4395 61 10' 40.98"26.91149 58' 39.49"VAN DUSEN TT 4676 61 10' 28.19"25.37149 57' 09.97"

NOTE: Survey monuments are protected by frost resistant encasing.

APPROVED MODIFICATIONS TO AIRPORT DESIGN STANDARDS

RA / NRC EHP

N/A

AIRPORT DATA SHEET

ALL RUNWAYSRUNWAY 15-33RUNWAY 7-25

WIND COVERAGE 20 KNOTS10.5 KNOTS 16 KNOTS

ALL RUNWAYSRUNWAY 15-33RUNWAY 7-25

WIND COVERAGE

99.98%99.53%99.03%

89.28%

20 KNOTS10.5 KNOTS 16 KNOTS

99.93%

SAFETY AREA KEY MAP

OFZ OFZ OFZ

OFZ OFZ OFZ

OFZ

OFA OFA OFA OFA OFA OFA OFA OFA

OFA OFA OFA OFA OFA OFA OFA OFA

OFA

OFA

RPZRPZ

RPZRPZ

RPZRPZ

RP

ZR

PZ

RP

ZR

PZ

RP

Z

RPZRPZ

RPZRPZ

RPZRPZ

RP

ZR

PZ

RP

ZR

PZ

L

WWQCX

NOT TO SCALE

POFZ

1 2

RSA RSA RSA RSA RSA

RS

A

RSA RSA RSA RSA RSA

DRAWN

SCALE

CHECKED

DATE

DWG NO.The contents of this plan do not necessarily reflect the officialviews or policy of the Federal Aviation Administration (FAA).Acceptance of this document by the FAA does not in any wayconstitute a commitment on the part of the United States toparticipate in any development depicted herein nor does itindicate that the proposed development is environmentallyacceptable in accordance with appropriate public laws.


APPROVED

DATE

John E. Johansen, PE, AAEEngineering, Environmental and Planning Director


EXISTING NON STANDARD CONDITIONS

DESCRIPTION EXIST. FAA

1. All Latitude and Longitude coordinates are in North American Datum of 1983 (NAD 83).2. All elevations are in North American vertical Datum of 1988 (NAVD 88).

150 02' 34.34"61 10' 04.12"

120.9'-ELEVATION

266'

149 59' 55.94"61 10' 18.31"

-DISPLACEMENTDISPLACED THRESHOLD

-LONGITUDE-LATITUDEDISPLACED THRESHOLD

0.3% -0.3% 0.3% -0.3% 0.3%-0.3%EFFECTIVE RUNWAY GRADIENT

96.9'

50:1

-LATITUDE

RUNWAY DIMENSION, WIDTHRUNWAY DIMENSION, LENGTH

RUNWAY PAVEMENT STRENGTH

CATEGORY

VISUAL AND INSTRUMENT NAVAIDS

GROOVEDGROOVEDGROOVEDGROOVEDSURFACE TREATMENT

-LONGITUDERUNWAY END

HMA/ PCCRUNWAY MATERIAL TYPE

50:120:150:120:150:114 CFR PART 77 APPROACH CATEGORYPRECISIONRUNWAY MARKING TYPE

HIRL, CL, RUNWAY LIGHTING

900.DDT900.DDT900.DDT1,300.DDT1,300.DDT400.DT400.DT400.DT400.DT400.DT175.D175.D175.D175.D175.D75.S75.S75.S75.S75.S

150.7'91.8'128.2'114.5'131.7'TOUCHDOWN ZONE ELEVATION

150'150'150'200'200'

10,960'10,600'10,600'12,400'12,400'

EXISTINGEXISTINGEXISTINGEXISTINGEXISTING1525R7L25L7R

34:1

900.DDT400.DT175.D75.S

120.9'

200'150'

8,000'

EXISTING15R33

VISIBILITY MINIMUMS

FUTURE

THRESHOLD SITING SURFACE (TSS) 34:1 34:1 34:1 34:1

GROOVED GROOVED GROOVED

RUNWAY DESIGN CODE (RDC) D-VI - 1,200 D-VI - VIS

7R 25L 7L 25R 15L 33R 33LFUTURE FUTURE FUTURE FUTURE FUTURE FUTURE FUTURE

-0.3%

GROOVEDHMA/ PCC

PRECISION

1,300.DDT400.DT175.D75.S

131.7'

200'

12,400'

34:1

D-VI - 1,200

0.3%

GROOVED

20:1

1,300.DDT400.DT175.D75.S

114.5'

200'

12,400'

-0.3%

GROOVED

50:1

900.DDT400.DT175.D75.S

128.2'

150'

10,600'

34:1

0.3%

GROOVED

20:1

900.DDT400.DT175.D75.S

91.8'

150'

10,600'

115.5'

20:1

200'

8,000'

GROOVED

900.DDT400.DT175.D75.S

200'

34:1

GROOVED GROOVED

34:1

900.DDT400.DT175.D75.S

200'

50:1

120.8'

10,930'

151.4'

150 00' 51.77"61 11' 58.07"

202'150.7'

COORDINATES

(50:1 ; 34:1 ; 20:1)

TDZ

149 58' 21.54"61 10' 04.37"

149 58' 21.54"61 10' 04.37"

150 00' 30.00"61 10' 11.15"

150 00' 30.00"61 10' 11.15"

149 56' 53.88"61 10' 11.32"

149 56' 53.88"61 10' 11.32"

150 00' 52.84"61 11' 59.97"

150 00' 52.84"61 11' 59.97"

149 59' 54.53"61 10' 15.78"

149 59' 54.70"61 10' 16.09"

150 02' 34.34"61 10' 04.12"

120.8'410'

149 59' 56.88"61 10' 19.99"

HIRL, CL,

TDZ

D-VI - VIS D-V - 1,200 D-VI - 1,200 D-VI - 5,000 D-VI - 1,200 D-VI - VIS

RUNWAY REFERENCE CODE (RRC)

PERCENT WIND COVERAGE 10.5kts - 89.28%

AERONAUTICAL APPROACH SURVEYRUNWAY DEPARTURE SURFACE




GULL ISLAND

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OLD INTERNATIONAL AIRPORT ROAD

OLD

JEWEL LAKE ROAD

JEW

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JEW

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RASPBERRY ROADRASPBERRY ROAD

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FLO

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TUG

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ROAD

LOCKHEED

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WEST END ROAD

WEST END ROAD

OLDFORD WAY

SOUTH TU

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SOUTH TUG ROAD

SOUTH TUG

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SOUTH TUG ROAD

SIKORSKY AVE.

HUGHES AVE.

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CAR

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BELLANCA WAY

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INTE

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AIR

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SOU

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ROAD

DR

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AVENUE

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AVE.

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TAXIW

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LAKE

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TAXIW

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PLAN

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PLAC

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PORT

AIRSTRIP 14-32

AIRSTRIP 14-32

TAXIWAY Q

TAXIWAY R

TAXIWAY R

TAXIWAY S

TAXIWAY T

TAXIWAY U

TAXILANE U

TAXIWAY M

TAXILAN

E M

TAXIWAY V TAXILAN

E E

TAXILANE E

TAXIWAY E

TAXIWAY

L

TAXIWAY K TAXIWAY K TAXIWAY K

TAX

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Y A

TAX

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Y B

TAX

IWA

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TAXIWA

Y C

TAXI

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TAXIW

AY D

TAX

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Y D

TAXIW

AY G

TAXIWAY H

TAX

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TAXIWAY F

TAXIWAY T

TAXILAN

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LAKESHO

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TAXIWAY Y

TAXIL

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T/W E

C PARKIN

G

B PARKING

A PARKIN

G

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TOWE

R ROA

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H1

H2

H3

H4

LOT B

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LOT G

LOT F

LOT E

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TAXIWAY S


FIN

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CA

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TAXIWAY Y

TAXIWAY Y

D PARKING

TAXIWAY Y

TAXIWAY F

A PARKIN

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TAXILANE E

TAXIWAY R

EAST/WESTTAXIW

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SO

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AIR

CR

AFT

DR

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TAXILANE P

LOT H

LAKE SHORE DRIVE

LAKE

HO

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DR

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TAXIWAY F

HELIO PL


WEST PERIMETER ROAD

WEST PERIMETER ROAD

WE

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TON

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TONY K

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G

TAXILANE G

1

TAXILANE G

1

TAXILANE G

1

TAXILAN

E V

TAXIWAY R

CO

NLO

N D

R

WEST PER

IMETER

RD

WE

ST P

ER

IME

TER

RD

EAST PERIMETER RD

DEN

ALI VIEW R

D

COMMANDER'S ROW

DE

NA

LI VIE

W R

D

ROUN

DABO

UT R

D

HID

DE

N LN

CO

STE

LLO D

R

WEST PERIMETER RD

EA

ST P

ER

IME

TER

RD

TEST D

R

FOX RUN

Runway 15Displaced ThresholdLat: 61 11' 58.07"Long: 150 00' 51.77"Thld. Elev: 150.7'TDZE: 150.7'Rwy Max. Elev: 151.4'Rwy Low Elev: 113.8'

Runway 7R EndLat: 61 10' 04.12"Long: 150 02' 34.34"Thld. Elev: 131.7'TDZE: 131.7'Rwy Max. Elev: 131.7'Rwy Low Elev: 100.4'

Runway 7L EndLat: 61 10' 11.15"Long: 150 00' 30.00"Thld. Elev: 127.6'TDZE: 128.2'Rwy Max. Elev: 128.2'Rwy Low Elev: 91.4'

NORTHAIRPARK

TERMINALAIRPARK

LAKE HOODAIRPORT

(LHD)

A10

A12

A14

A16

A15A13A11

L2L1

B1

B3

B5

B7

B9

B8

B6

B4

B2

C1

C2

C6

C7

C8

C9

N3

N5

N7

R7

R8

R9

R10

R11

R12

R13

R14

N1

N8

N6

N4

N2

R2

R3

R4

C5

C4

C3

505

507

508

503

502

500

504

P1

P2

P3

120

123

170

172

171

173

174

176

187

186

185

184

181

182

179

177

178

180

168

167

169

273

274

276

275

278

277

280

260

260

241

220

234

CELL

TOWER

250

233

232231

211

212

213

221

223

224

214225

226

243

244

262

263 264

282

283

265

284

266

267

268

246

286

288

289

301

313

312

309

316

324

341

335

336

337

339

353

384

354

362

361

355

381

401

400

402

403

101

102103

104

105

108

115

107

110

114

10,600' x 150' RUNWAY 25R - 7L

12,400' x 200' RUNWAY 25L - 7R

1

0

,9

6

0

' x

1

5

0

' R

U

N

W

A

Y

1

5

-

3

3

Runway 15 EndLat: 61 11' 59.97"Long: 150 00' 52.84"Elevation: 151.4'

PAPI

PAPI

1,000' x 2,500' x 1,750' ARRIVAL RPZ

1,000' x 2,500' x 1,75

0' ARRIVAL RPZ

1,000' x 2,500' x 1,750' ARRIVAL RPZ

500' x 1,700' x 1,010' ARRIVAL RPZ

500' x 1,700' x 1,010' ARRIVAL RPZLOCALIZER CRITICAL AREA

ALSF-2

MALSR

OD

ALS


GLIDESLOPECRITICAL AREA

LOCALIZERCRITICAL AREA

VASIVASILOCALIZERANTENNA

LOCALIZER ANTENNA

LOCALIZERANTENNA

500' x 1,700' x 1,010' ARRIVAL RPZ

PAPI

PAPI

PAPI

WINDSOCK

GLIDESLOPE ANTENNA

GLIDESLOPEANTENNA

GLID

ESLOPE C

RITIC

AL AREA

BLAST PAD200' x 200'

BLAST PAD

280' x 345'


1238

'

700'

538'

505'

500' x 1,700' x 1,010' DEPARTURE RPZ

ANC A

VAN DUSEN

ANC D

500' x 1,700' x 1,010' DEPARTURE RPZIN

NER

APPRO

ACH

OFZ

PART 77 APPROACHSURFACE SLOPE 50:11,000'x50,000'x16,000'


PART 77 APPROACHSURFACE SLOPE 20:1

1,000'x5,000'x1,500'


1,000'x10,000'x3,500'

REIL

REIL

168'

280'

280'

100'

100'

280'

280'

272'

271'

280'

280'

251'

283'

371'

279'

279'279'

168'

278'279'

168'

278'279'

330'

278'

ASOS

R500'

A

S OS

C R I T I C A L A R E A

280'

280'

280'

305'

316'

280'

508'

600'

98'

100'

280'

280'

300'

315'

INNER APPROACH OFZ

INNER APPROACH OFZ

75'

100'

302

303

315

340

338

334

357

374

375

376

377

380

383

314

390

122

121

175

151

222

285

291

292

391

RPU

RVR

WINDSOCK

WIN

DSO

CK

WIN

DSO

CK

ASR(To be relocated

based on siting study)

NAVAID/TOWER

WINDSOCK

RVR

WIND SENSORRVR

ROAD ELEV. 107.2'

ROAD ELEV. 133.0'

ROAD ELEV. 156.2'

ROAD ELEV. 112.0'

ROAD ELEV. 104.7'ROAD

ELEV. 96.1'

ROADELEV. 97.9'

ROADELEV. 106.5'

ROAD ELEV. 104.0'ROADELEV. 101.2'

ROAD ELEV. 105.8'

ROADELEV. 118.9'

ROAD ELEV. 139.3'

ROAD ELEV. 97.5'

ROAD ELEV. 116.9'

EASTAIRPARK

WIND SENSOR


Fire Training Area



ANC C

LAKE

SHO

RE T

AXIL

ANE

LAKE

SHOR

E TAX

ILANE

LAKE SHO

RE TAXILAN

E

LAKE SHORE TAXILANE


1,000'x5,000'x1,500'

R1,000'

GLIDESLOPE CRITICAL AREA

GLIDESLOPEANTENNA

V OR

PRO

T EC

TI O

N A

RE

A

VOR/DME

CELL TOWER

FAA RTR

RVR

106

116

154

153

165

183

ANC DRAINAGELIFT STATION

245

270

276

276

293

ANC DRAINAGELIFT STATION

290

381

392

393

404

R1,5

00'

A S R P R O T E C T I O N A R EA

ARPLat: 61 10' 27"Long: 149 59' 53"

ANC B

Runway 33 EndLat: 61 10' 15.78"Long: 149 59' 54.53"Elevation: 121.3'

TAXI

LANE

E1

TAXILANE E2

TAXILANE

E3

287

ROTATINGBEACON

600'

PARALLEL TAXIWAY

166'

166'

166'

109'122'201'

118'

100'

75' 63' 75'

75'

120'

170'

101'

118'111'

97'

129'

88'

275' 279'

CELLTOWER

OLD INTERNATIONAL AIRPORT ROAD

CAPTAIN HILL CT

50'

75'

ROAD ELEV. 113.9'

ROAD ELEV. 110.7'ROAD ELEV. 126.5' ROAD ELEV. 117.1'

394

R16

R15

1000' RSA1000' RSA

1000' RSA

1000' RSA

1000' RSA



1000' RSA


ROAD ELEV. 124.1'

ROAD ELEV. 175.6'

ROAD ELEV. 147.0'

ROADELEV. 121.9'

ROAD ELEV. 115.8'

ROAD ELEV. 166.7'

POFZ

POFZ

POFZ

TAXIWAY E

75'

RA / NRC EHP

1" = 600'

AIRPORT LAYOUT PLANDRAWING - EXISTING

CONDITIONS

GENERAL NOTES:1. Survey monuments are protected by frost resistant encasing.2. Road elevations include traverseway adjustment (23' Railroads | 17' Highways | 15' Public Roads | 10' Private Roads).3. All Latitude and Longitude coordinates are in North American Datum of 1983 (NAD 83).4. All elevations are in North American vertical Datum of 1988 (NAVD 88).5. See Order 6820.10, Chapter 4 regarding VOR Protection Area.

LEGEND

DRAINAGE CHANNEL

AOA SECURITY FENCE

OBJECT FREE AREA (OFA)

TAXIWAY AND APRON PAVEMENT

ROADWAYS AND AUTO PARKING

BUILDINGS ON-AIRPORT

OBSTACLE FREE ZONE (OFZ)

RUNWAY PROTECTION ZONE (RPZ)

RUNWAY SAFETY AREA (RSA)

BUILDING RESTRICTION LINE (BRL)BRL

PRECISION OBSTACLE FREE ZONE

RUNWAY PAVEMENT

ITEMSYMBOL ITEMSYMBOL

OFZ

OFZ

RSA

RSA

OFA

OFA

RPZ

RPZ

AIRPORT PROPERTY LINE

AIRPORT PROPERTY

SURVEY MONUMENT(POFZ)

ITEMSYMBOL

PRECISION APPROACH PATH INDICATOR (PAPI)

GLIDESLOPE

ILS LOCALIZER ANTENNA

MEDIUM-INTENSITY APPROACH LIGHTINGSYSTEM (MALSR)

ITEMSYMBOL

APPROACH LIGHTING WITH SEQUENCEDFLASHING LIGHTS II (ALSF II)

BUILDINGS OFF-AIRPORT

GRAPHIC SCALE IN FEET

TRU

E N

OR

TH

MAG

NET

IC N

OR

TH

Magnetic Declination =18 0.48' EAST

May 8, 2013

SOURCE:NOAA GeophysicalData Center

DRAWN

SCALE

CHECKED

DATE

DWG NO.

Annual Rate Of Change= 18.5' W

The contents of this plan do not necessarily reflect the officialviews or policy of the Federal Aviation Administration (FAA).Acceptance of this document by the FAA does not in any wayconstitute a commitment on the part of the United States toparticipate in any development depicted herein nor does itindicate that the proposed development is environmentallyacceptable in accordance with appropriate public laws.


APPROVED

DATE

John E. Johansen, PE, AAEEngineering, Environmental and Planning Director


502Airport - Terminal Connector

No. FACILITY ELEVATIONFEET

503Airport - South Terminal (Multiple)

504Airport - Taxi Cab Stand

505FAA (Air Traffic Control Tower)

501Airport - North Terminal (Multiple)

EXISTING AIRPORT FACILITIES (TERMINAL)

507Alaska Railroad Corp. (Alaska Railroad Depot)

508Airport - Short-Term Parking GarageAirport - Parking Office

506Airport - Rental Car (Multiple)

101

114

116

Alaska CargoPort

105106107108109110

111-113

117-119


124-150151

International Aviation Services, Inc.CCR, Inc.Glacier InvestmentsNOT USEDUnited Parcel Service (UPS)NOT USED

NOT USEDAirport - Safety Building

Anchorage Fueling and Service Company (AFSC)

EXISTING AIRPORT FACILITIES (NORTH AIRPARK)

NOT USED

123

154 Transportation Security Administration (TSA)155-164 NOT USED

170

173174175

Federal Express

Airline Support, Inc.United States Postal Service (USPS)

102 Alaska CargoPort103 Alaska CargoPort104 Peninsula Airways

115Alaska Industrial Development and Export Authority(AIDEA) (Federal Express Hangar)

122121

Federal Express120

172 Great Alaska Leasing171 CCR, Inc.

152

211

233

241

DOT & PF Construction

221222223224225226

231

244


250

260

Quad Adventures

William and Lorraine Brooks

Budget Rent-A-Car

JJM, Inc.

NOT USED

NOT USEDHertz Storage

Troy Air

EXISTING AIRPORT FACILITIES (EAST AIRPARK)

International Aviation Services, Inc.

Nicolai Alaska

247-249

NOT USED262 Great Pacific Seafoods

266 Pegasus Aviation Services267 Air/Park268 Air/Park

270

274275276

Alaska Airlines, Inc. (Corporate Offices, Cargo)

Frontier Hangar Group (Multiple Cargo / Support)

212213 Avis Rent-A-Car

220 Airport - DOT&PF Materials Lab

232 Alamo / National Rent-A-Car

234 Airline Support, Inc.

Swissport

Postmark Properties246


EXISTING AIRPORT FACILITIES (EAST AIRPARK)

292 TransNorthern291 Guardian Flight290289 Northern Air Cargo

288

287Signature Flight SupportAero Anchorage (Multiple Cargo / Support)286

273 Frontier Hangar Group271-272 NOT USED

265 International Freight Terminal

263 Sam and Rebecca Krogstad

251-259 NOT USED

214

243242

235 - 240 NOT USED

227 - 230 NOT USED

215-219 NOT USED

200-210 NOT USED

261

277

280281282

Flowers International

Delta (LSG SkyChefs)NOT USEDAlaska Airlines, Inc. (Cargo)

279 Desert Air278 FAA

283284 Northern Air Cargo285

269 NOT USED

302

334

337

Anchorage Executive Airpark

312313314315316

317-322

324

340


Signature Flight Support (Guardian Flight)6441 S. Airpark Place

Troy AirTroy AirNOT USED

Global Rides

Era FBO (Hydrant Fueling System)

Era FBO (Bell Helicopters)Era FBOEra FBO

303304-308 NOT USED

311 NOT USED

325-333 NOT USED

335Airport - ANC Fire Station, FAA Contract Weather

Era FBO (Million Air)

309 Great Circle Flight Services, Security Aviation Serv.

339338

336 Era FBO (Million Air)

323

310 FAA

301 Northern Holdings

EXISTING AIRPORT FACILITIES (SOUTH AIRPARK)

342

374

377

U.S. Department of Commerce (NOAA)

355356357

358-359360361

363-372

380

NOT USEDAirport - Water Meter FacilityNOT USEDNorthern Air Cargo / Shell (Building 22)

NOT USED

343344 U.S. Fish and Wildlife Services

354

373

375

345-352 NOT USED

379378

376

362

353 Airport - Vacant (Hangar 46)

341 Era FBO

382 NOT USED

391Airport - ARFF Training Facility, Fire Pit, and

383 Airport - Water Meter Facility384

390 FAA385-389 NOT USED

381 Department of Military and Veteran Affairs

401 FAA (Airport Surveillance Radar)


402 Airport - Electrical Vault403 Airport - Equipment Storage

400 Anchorage Fueling Service Co. (AFSC) (Fuel Farm)

EXISTING AIRPORT FACILITIES (WEST AIRPARK)

404 FAA (RTR Tower Site)

176Airport - Old Field Maintenance177

VISUAL APPROACH SLOPE INDICATOR (VASI)

OMNIDIRECTIONAL APPROACH LIGHTINGSYSTEM (ODALS)

RUNWAY END IDENTIFIER LIGHT (REIL)

Anchorage Executive Airpark

Lynden Air Cargo

Troy Air

U.S. Department of Commerce (NOAA)

Naniq, LLC (Building 23)

Airport - Water Meter Facility

Peninsula Airways

United Parcel Service (UPS)

Alaska Industrial Development and Export Authority(AIDEA) (Federal Express Fire Suppression

Federal ExpressFederal ExpressFederal Express

153

Great Alaska Leasing

United States Postal Service (USPS)

Airport - Airport Construction

Avis Rent-A-Car

Harman's Repair StationAirport - DOT&PF Materials Lab

Quad AdventuresQuad Adventures

Alaska Airlines, Inc. (Cargo Hangar)

Northern Air Cargo

Northern Air Cargo

294-299 NOT USED

500

126.5160.7160.8

156.8137.4

161.1156.1157.3125.6165.7

143.3155.3

140.4

142.2

174.2145.3151.2143.9150.6156.4161.1162.3157.9

172.6126.9178.3

110.3

146.6163.0157.7

160.0184.5159.3166.9159.8181.1174.7177.2179.6

169.3127.3

129.2

98.0

161.0161.3154.6162.3153.6112.7147.4145.5

146.9

137.3

160.4

108.0

150.7128.7129.0143.5

146.2

125.2

128.6114.4100.4100.1116.5106.9130.2114.2

105.1106.399.5

104.0

100.1104.495.097.197.8

117.0109.6

98.8103.8104.6103.6

102.7

95.4114.4

98.7

101.7

105.9

115.0109.0

114.4

102.5105.799.8

132.5

128.7102.7118.4103.5

125.8

87.995.7

109.1

121.9152.9129.487.9

129.1

87.6

118.6

112.4111.2128.0112.0

148.3126.8165.8116.9264.6131.3136.3153.8108.4

XX XX

CONTOUR LINE

AIRPORT REFERENCE POINT (ARP)

WINDSOCK

RAILROAD

HELIPAD

HOLD BAR

CLOSED TAXIWAY

NOT USED

FAA (Federal Property)FAA (Federal Property)

Water System)

165 Airport - Field Maintenace Quick Turnaround Facility 129.3166 NOT USED167 Airport - Field Maintenace Facility 146.3168 Airport - Vacant 102.6169 Pegasus Aviation Services 115.5

Airport - Old Field Maintenance178 114.2Airport - Old Field Maintenance179 114.2Airport - Old Field Maintenance180 114.2Airport - Old Field Maintenance181 114.2Airport - Old Field Maintenance182 114.2Airport - Old Field Maintenance183 114.2Airport - Old Field Maintenance184 114.2Airport - Old Field Maintenance185 114.2Airport - Old Field Maintenance186 114.2Airport - Old Field Maintenance187 114.2

188-199 NOT USED

L Metro & Nicolai Alaska114.4245

(Multiple Cargo / Support)

(Multiple Cargo / General Aviation)

(Multiple General Aviation / Other)

Signature Flight Support(Multiple General Aviation / Other)

293 Desert Air

100 NOT USED300 NOT USED

Airport - Vacant (Hangar 45)Airport - Vacant (Hangar 3)

Airport - Vacant (Building 24)

Airport - Vacant (Building 37)Airport - Vacant (Building 50)Airport - VacantAirport - VacantAirport - VacantAirport - VacantAirport - VacantAirport - Vacant

392 Alaska Communication System Services393 FAA

395-399 NOT USED

Observer (CWO)

Shooting Range

FIELD MAINTENANCE SNOWDISPOSAL SITETENANT SNOW DISPOSAL SITE

FENCEX X X

GRAVEL RUNWAY/ROADWAYS/PARKING

177.9151.6173.8

121.6

202.3

115.2

105.699.1

91.7264 Dean Hilde 108.8

3

394 Former FCC Building




GULL ISLAND

JONESLAKE

HUTS

ON DR

IVE

POIN

T WO

RO

NZO

F DR

IVE

POIN

T WO

RO

NZO

F DR

IVE

POINT WORONZOF DRIVE


HU

TSO

N

MUNICIPALITY OF ANCHORAGESEWAGE TREATMENT FACILITY

LOCKHEED

AVENUE

EXIS

TIN

G P

OST

MAR

K D

RIV

E

ROCKWELL

AVENUE

EXISTING

POSTM

ARK D

RIVE

EXISTING

POSTM

ARK D

RIVE

LAKE

SHO

RE T

AXIL

ANE

LAKE

LAKE SHORE DRIVE

POSTMARK

LAKE

SHOR

E TAX

ILANE

LAKE H

OOD D

RIVE

LAKE

HO

OD

DR

IVE

de HAVILLAND AVENUE

LAN

EBO

EIN

G

BOEING AVE

NUE

LAKE SHO

RE TAXILAN

E

LAKE SHORE TAXILANE

HE

LI

WEST 50TH AVE. WEST 50TH AVE.

OLD INTERNATIONAL AIRPORT ROAD OLD INTERNATIONAL AIRPORT ROAD

OLD

JEWEL LAKE ROAD

JEW

EL L

AKE

ROAD

JEW

EL

LAK

E R

OA

D

RASPBERRY ROADRASPBERRY ROAD

LAKE

WISCO

NSIN

SPEN

ARD

RO

AD

SPEN

ARD

AVIATION AVE.

AVIATION AVE.

FLO

AT

FLO

ATPL

ANE

DRIV

E

LAKE SHORE DRIVE

POSTMARK DRIVE

POSTM

ARK D

RIVE

NO

RTH

TUG

RO

AD

NO

RTH

TUG

RO

AD

NORTH TUG

ROAD

LOCKHEED

AVENUE

WEST END ROAD

SOUTH T

UG ROAD

SOUTH TUG ROAD

SOUTH TUG

ROAD

SOUTH TUG ROAD

SIKORSKY AVE.

HUGHES AVE.

VO

UG

HT

CIR

CLE

EN

STR

OM

CIR

CLE

RASPBERRY ROAD

AVIATI

ON


RASPBERRY ROAD

NORTH TUG

ROAD

NO

RTH

TUG

RO

AD

NO

RTH

TUG

RO

AD

CAR

L BRAD

Y DR

IVE

SO

UTH

AIR

PA

RK

PLSOU

TH AIRPA

RK PLACE

BELLANCA WAY

POSTMARK DRIVE


INTE

RNAT

IONA

L

AIR

PORT

ROA

D

LEAR COURT

RU

TAN

PLA

CE

SOU

TH AIR

PARK PLAC

E

INTERNATIONAL

AIRPORT

ROAD

DR

IVE

HAVILLAND

de

AVENUE

ROAD

AVE.

AVENUE

SHOR

E

TAXIW

AY

LAKE

SHOR

E

TAXIW

AY

DRIVE

SHORE

DRIVE

PLAN

ED

RIV

E

PLAC

E

PORT

AIRSTRIP 14-32

AIRSTRIP 14-32

TAXIWAY Q

TAXIWAY R

TAXIWAY R

TAXIWAY S

TAXIWAY T

TAXILANE U

TAXILAN

E M

TAXIWAY V

TAXILANE E

TAXILANE E

TAXIWAY

L

TAXIWAY K TAXIWAY K TAXIWAY K

TAX

IWA

Y A

TAX

IWA

Y B

TAX

IWA

Y H

TAX

IWA

Y J

TAXIWAY F

TAXIWAY T

TAXILAN

E V

LAKESHO

RE TAXIW

AY

TAXIWAY Y

C PARKIN

G

B PARKING

A PARKIN

G

E PAR

KING

TOWE

R ROA

D

H1

H2

H3

H4

LOT G

LOT F

LOT E

LOT D

LOT A

TAXIWAY S


FIN

GER

1

FIN

GER

2

FIN

GER

3

FIN

GER

4

CA

RL

BR

AD

Y D

RIV

E

TAXI

WAY

W

TAXIWAY Y

TAXIWAY Y

D PARKING

TAXIWAY Y

A PARKIN

G

TAXILANE E

TAXIWAY R

EAST/WEST PARALLEL TAXIWAYTAXILAN

E Z

SO

UTH

AIR

CR

AFT

DR

IVE

TAXILANE P

LOT H

LAKE SHORE DRIVE

HELIO PL


WEST PERIMETER ROAD

WEST PERIMETER ROAD

WE

ST

PE

RIM

ETE

R R

OA

D

WEST PERIMETER ROAD

TONY

KNO

WLE

S CO

ASTA

L TR

AIL

TONY

KNO

WLE

S CO

ASTA

L TR

AIL

TONY KNOWLES COASTAL TRAIL

TONY K

NOWLES

COAST

AL TRAI

L

TONY

KNOW

LES C

OAST

AL TR

AIL

NO

RTH

TUG

RO

AD

TAXILANE G

1

TAXILANE G

1

TAXILANE G

1

TAXILAN

E V

CO

NLO

N D

R

WEST PER

IMETER

RD

WE

ST P

ER

IME

TER

RD

EAST PERIMETER RD

DEN

ALI VIEW R

D

COMMANDER'S ROW

DE

NA

LI VIE

W R

D

ROUN

DABO

UT R

D

CAPTAIN HILL CT

HID

DE

N LN

CO

STE

LLO D

R

WEST PERIMETER RD

EA

ST P

ER

IME

TER

RD

TEST D

R

FOX RUN

FUTURE TAXIWAY L EXT.

FUTU

RE

TWY

F

U

T

U

R

E

P

A

R

K

I

N

G

P

O

S

I

T

I

O

N

S

10,600' x 150' RUNWAY 25R - 7L

12,400' x 200' RUNWAY 25L - 7R

1

0

,9

3

0

' x

2

0

0

' R

U

N

W

A

Y

1

5

L

-

3

3

R

ANC A

ANC B

VAN DUSEN

ANC D

PAPI

PAPI

LOCALIZER CRITICAL AREA

MALSR

ALSF-2

GLIDESLOPE CRITICAL AREA

GLIDESLOPECRITICAL AREA

VASIVASI

LOCALIZER ANTENNA

PAPI

PAPI

PAPI

WINDSOCK

REIL

REIL

1,000' x 2,500' x 1,750' ARRIVAL RPZ

1,000' x 2,500' x 1,75

0' ARRIVAL RPZ

1,000' x 2,500' x 1,750'ARRIVAL RPZ

500' x

1,7

00' x

1,0

10' A

R

R

IV

A

L

R

P

Z

500' x 1,700' x 1,010' ARRIVAL RPZ

500' x 1,700' x 1,010' ARRIVAL RPZ


500' x 1,700' x 1,010' DEPARTURE RPZ

INN

ER APPR

OAC

H O

FZ






1,000'x5,000'x1,500'


1,000'x10,000'x3,500'

F

U

T

U

R

E

8

,0

0

0

' x

2

0

0

' R

U

N

W

A

Y

1

5

R

-

3

3

L

LOCALIZERANTENNA

LOCALIZER CRITICAL AREA

1,000' x 2,500' x 1,750' ARRIVAL RPZ


ALSF-2

INN

ER APPR

OAC

H O

FZ

500' x 1,700' x 1,010' ARRIVAL RPZ


1,000'x5,000'x1,500'

GLIDESLOPEANTENNA

R500'

A

S OS

C R I T I C A L A R E A

ALSF-2

INNER APPROACH OFZ

INNER APPROACH OFZ

1238

'

700'

538'

505'

168'

280'

280'

100'

100'

281'

281'

82'

279'279'

168'

278'279'

280'

280'

508'

600'

100'

75'

100'


281'

281'

281'

281'

281'

281'

281'

281'

281'

281'

281'

281'

281'

281'

281'

281'

3342'

599'

82'

279'

279'

82'82'

350'

5X1

ASOS

RPU

RVR

WINDSOCK

WIN

DSO

CK

WIN

DSO

CK

ASR(To be relocatedbased on siting study)

WINDSOCKWIND SENSOR

RVR

WIND SENSOR

ROAD ELEV. 107.2'

ROAD ELEV. 133.0'

ROAD ELEV. 112.0'

ROAD ELEV. 104.7'

ROADELEV. 97.9'

ROADELEV. 106.5'

ROAD ELEV. 104.0'ROADELEV. 101.2'

ROAD ELEV. 105.8'

ROAD ELEV. 97.5'

ROAD ELEV. 116.9'

ROAD ELEV. 124.1'

ROAD ELEV. 175.6'

ROAD ELEV. 101.6'

ROAD ELEV. 98.8'

ROADELEV. 105.8'

ROAD

ELEV. 139.3'

EASTAIRPARK

NORTHAIRPARK

TERMINALAIRPARK

LAKE HOODAIRPORT

(LHD)








ROAD ELEV. 156.2'

82'

Conceptual ARFFTraining Facility Location

FUTURE TA

XILANE


ANC C

FUTURE

GATE

FUTURE

GATE

REALIG

NED

POSTM

ARK D

RIVE

RE

ALI

GN

ED

PO

STM

AR

K D

RIV

E

REALIG

NED

POSTM

ARK D

RIVE

EXISTING

ROADELEV. 96.1'

R1,000'

V OR

PRO

T EC

TI O

N A

RE

A

VOR/DME

FAA RTR

RVR

Conceptual GRELocation

ConceptualHotel

Location

R1,5

00'

ASR PROT

ECT I ON AREA

A10

A12

A14

A16

A15A13A11

L2L1

B1

B3

B5

B7

B9

B8

B6

B4

B2

C1

C2

C6

C7

C8

C9

R7

R8

R9

R10

R11

R

ted stevens anchorage international airportdot.state.ak.us/anc/about/docs/appendix k_airport layout...

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