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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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Ted Stevens Anchorage International Airport
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
Ted Stevens Anchorage International Airport
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.
December 2014 3 Appendix K - Airport Layout Plan
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.
Appendix K - Airport Layout Plan 4 December 2014
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 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
December 2014 5 Appendix K - Airport Layout Plan
Ted Stevens Anchorage International Airport Master Plan Update
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.
Appendix K - Airport Layout Plan 6 December 2014
Ted Stevens Anchorage International Airport
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.
December 2014 7 Appendix K - Airport Layout Plan
Ted Stevens Anchorage International Airport Master Plan Update
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Appendix K - Airport Layout Plan 8 December 2014
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.
Ted Stevens Anchorage International Airport Master Plan Update
Appendix K - Airport Layout Plan December 2014
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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.
R E V I S I O N SDATE DESCRIPTIONBY
APPROVED
DATE
John E. Johansen, PE, AAEEngineering, Environmental and Planning Director
1/2015 of 34DATE:FAA, AIRPORTS DIVISION ALASKAN REGION, 2014-AAL-148-NRA
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
Ted Stevens Anchorage International Airport Master Plan Update
Appendix K - Airport Layout Plan December 2014
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GULL ISLAND
JONESLAKE
HUTS
ON DR
IVE
POIN
T WO
RO
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F DR
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T WO
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F DR
IVE
POIN
T WO
RO
NZO
F DR
IVE
POIN
T WO
RO
NZO
F DR
IVE
POINT WORONZOF DRIVE
NORTHERN LIGHTS BLVD.
HU
TSO
N
MUNICIPALITY OF ANCHORAGESEWAGE TREATMENT FACILITY
LOCKHEED
AVENUE
POST
MAR
K D
RIV
E
ROCKWELL
AVENUE
POSTM
ARK D
RIVE
POSTM
ARK D
RIVE
LAKE
LAKE SHORE DRIVE
POSTMARK
LAKE H
OOD D
RIVE
LAKE
HO
OD
DR
IVE
de HAVILLAND AVENUE
LAN
EBO
EIN
G
BOEING AVE
NUE
HE
LI
WEST 50TH AVE. WEST 50TH AVE.
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
WEST END ROAD
OLDFORD WAY
SOUTH TU
G ROAD
SOUTH TUG ROAD
SOUTH TUG
ROAD
SOUTH TUG ROAD
SIKORSKY AVE.
HUGHES AVE.
VO
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HT
CIR
CLE
EN
STR
OM
CIR
CLE
RASPBERRY ROAD
AVIATI
ON
INTERNATIONAL AIRPORT ROAD
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
INTERNATIONAL AIRPORT ROAD
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
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
IWA
Y A
TAX
IWA
Y B
TAX
IWA
Y C
TAXIWA
Y C
TAXI
WAY
C
TAXIW
AY D
TAX
IWA
Y D
TAXIW
AY G
TAXIWAY H
TAX
IWA
Y J
TAXIWAY F
TAXIWAY T
TAXILAN
E V
LAKESHO
RE TAXIW
AY
TAXIWAY Y
TAXIL
ANE G
T/W E
C PARKIN
G
B PARKING
A PARKIN
G
E PAR
KING
TOWE
R ROA
D
H1
H2
H3
H4
LOT B
LOT C
LOT G
LOT F
LOT E
LOT D
LOT A
TAXIWAY S
INTERNATIONAL AIRPORT ROAD
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
TAXIWAY F
A PARKIN
G
B PARKING
TAXILANE E
TAXIWAY R
EAST/WESTTAXIW
AY Z
SO
UTH
AIR
CR
AFT
DR
IVE
TAXILANE P
LOT H
LAKE SHORE DRIVE
LAKE
HO
OD
DR
IVE
TAXIWAY F
HELIO PL
NORTHERN LIGHTS BLVD.
WEST PERIMETER ROAD
WEST PERIMETER ROAD
WE
ST
PE
RIM
ETE
R R
OA
D
WEST PERIMETER ROAD
TON
Y KN
OW
LES
CO
ASTA
L TR
AIL
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
TAXI
WAY
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
Runway 25L EndLat: 61 10' 04.37"Long: 149 58' 21.54"Thld. Elev: 100.4'TDZE: 114.5'Rwy Max. Elev: 131.7'Rwy Low Elev: 100.4'
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'
BLAST PAD280' x 200'
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 50:11,000'x50,000'x16,000'
PART 77 APPROACHSURFACE SLOPE 20:1
1,000'x5,000'x1,500'
PART 77 APPROACHSURFACE SLOPE 34:1
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
LOCALIZERCRITICAL AREA
Fire Training Area
Runway 25R EndLat: 61 10' 11.32"Long: 149 56' 53.88"Thld. Elev: 91.5'TDZE: 91.8'Rwy Max. Elev: 128.2'Rwy Low Elev: 91.4'
Runway 33Displaced ThresholdLat: 61 10' 18.31"Long: 149 59' 55.94"Thld. Elev: 120.9'TDZE: 120.9'Rwy Max. Elev: 151.4'Rwy Low Elev: 113.8'
ANC C
LAKE
SHO
RE T
AXIL
ANE
LAKE
SHOR
E TAX
ILANE
LAKE SHO
RE TAXILAN
E
LAKE SHORE TAXILANE
PART 77 APPROACHSURFACE SLOPE 20:1
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
BLAST PAD280' x 400'
BLAST PAD280' x 400'
1000' RSA
PART 77 APPROACHSURFACE SLOPE 50:11,000'x50,000'x16,000'
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.
R E V I S I O N SDATE DESCRIPTIONBY
APPROVED
DATE
John E. Johansen, PE, AAEEngineering, Environmental and Planning Director
1/2015 of 34DATE:FAA, AIRPORTS DIVISION ALASKAN REGION, 2014-AAL-148-NRA
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
No. FACILITY ELEVATIONFEET
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
No. FACILITY ELEVATIONFEET
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
No. FACILITY ELEVATIONFEET
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
No. FACILITY ELEVATIONFEET
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)
No. FACILITY ELEVATIONFEET
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
Ted Stevens Anchorage International Airport Master Plan Update
Appendix K - Airport Layout Plan December 2014
Page intentionally left blank
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
NORTHERN LIGHTS BLVD.
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
INTERNATIONAL AIRPORT ROAD
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
INTERNATIONAL AIRPORT ROAD
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
INTERNATIONAL AIRPORT ROAD
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
NORTHERN LIGHTS BLVD.
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
BLAST PAD280' x 400'
500' x 1,700' x 1,010' DEPARTURE RPZ
INN
ER APPR
OAC
H O
FZ
PART 77 APPROACHSURFACE SLOPE 50:11,000'x50,000'x16,000'
PART 77 APPROACHSURFACE SLOPE 50:11,000'x50,000'x16,000'
PART 77 APPROACHSURFACE SLOPE 50:11,000'x50,000'x16,000'
PART 77 APPROACHSURFACE SLOPE 20:11,000'x5,000'x1,500'
PART 77 APPROACHSURFACE SLOPE 20:1
1,000'x5,000'x1,500'
PART 77 APPROACHSURFACE SLOPE 34:1
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
PART 77 APPROACHSURFACE SLOPE 50:11,000'x50,000'x16,000'
ALSF-2
INN
ER APPR
OAC
H O
FZ
500' x 1,700' x 1,010' ARRIVAL RPZ
PART 77 APPROACHSURFACE SLOPE 20:1
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'
LOCALIZERCRITICAL AREA
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)
Runway 15R EndLat: 61 11' 31.97"Long: 150 01' 47.78"Thld. Elev: 96.9'TDZE: 96.9'Rwy Max. Elev: 117.65'Rwy Low Elev: 96.90'
Runway 15L EndLat: 61 11' 59.97"Long: 150 00' 52.84"Thld. Elev: 151.4'TDZE: 151.4'Rwy Max. Elev: 151.4'Rwy Low Elev: 113.8'
Runway 33Displaced ThresholdLat: 61 10' 19.99"Long: 149 59' 56.88"Thld. Elev: 120.8'TDZE: 120.8'Rwy Max. Elev: 151.4'Rwy Low Elev: 113.8'
Runway 25L EndLat: 61 10' 04.37"Long: 149 58' 21.54"Thld. Elev: 100.4'TDZE: 114.5'Rwy Max. Elev: 131.7'Rwy Low Elev: 100.4'
Runway 25R EndLat: 61 10' 11.32"Long: 149 56' 53.88"Thld. Elev: 91.5'TDZE: 91.8'Rwy Max. Elev: 128.2'Rwy Low Elev: 91.4'
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'
BLAST PAD280' x 400'
ROAD ELEV. 156.2'
82'
Conceptual ARFFTraining Facility Location
FUTURE TA
XILANE
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'
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
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