Https://airports-gis.faa.gov Federal Aviation Administration 1 Airport Surveying-GIS Program David...

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https://airports-gis.faa.gov Federal Aviation Administration 1 Airport Surveying-GIS Program David Perry Contractor for FAA, Airport Engineering Division (AAS- 100)

Transcript of Https://airports-gis.faa.gov Federal Aviation Administration 1 Airport Surveying-GIS Program David...

Page 1: Https://airports-gis.faa.gov Federal Aviation Administration 1 Airport Surveying-GIS Program David Perry Contractor for FAA, Airport Engineering Division.

https://airports-gis.faa.gov Federal AviationAdministration 1

Airport Surveying-GIS

ProgramDavid Perry Contractor for FAA, Airport Engineering Division (AAS-100)

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Overview History of the ProgramHistory of the Program

Benefits of the program to the FAA Benefits of the program to the FAA and our airport sponsorsand our airport sponsors

Why implement such a process? Why implement such a process?

QuestionsQuestions

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History of the Program•Conceived to address the airport data problems the FAA was experiencing agency wide •It was recognized that there had to be a better way of collecting, storing managing, and sharing the data about our airports

•Adopted as a FAA Flight Plan goal in 2006

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What Is The Length Of This Runway?

The answer depends on who you ask !!!!

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Which Data Is Correct? NFDC NASR Data

iOEAAA

NFPG Data

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How The Program Is Designed To Help

Airports-GIS provides Airports-GIS provides the foundation for the foundation for

connecting the connecting the airports, FAA, and airports, FAA, and

other agenciesother agencies

A central database A central database for storing survey, for storing survey, charting, analysis, charting, analysis, and planning dataand planning data

The Airport Surveying-GIS program provides a single portalsingle portal for the collection and dissemination of standards based verified source data to support future design, mapping, surveying, and construction activities from a known good (independent verification and validation) and maintained data set.

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Provide an interoperable web-based system for

the collection, management, maintenance and

sharing of airport data addressing the needs of the

FAA lines of business and the individual airports

collectivelycollectively rather than individually.

Airport Surveying/GIS Program Vision

In other words … data sharing

“All I need to know about airport data … I learned in kindergarten.”

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Program Benefits

DependableDependableData is collected once and then managed Data is collected once and then managed

through the system ensuring the most through the system ensuring the most current data is readily availablecurrent data is readily available

Greater Greater ProductivityProductivity

Greater Greater ProductivityProductivity

Submission and processing of electronic Submission and processing of electronic Airport Layout PlansAirport Layout Plans

ConnectedConnectedElectronic management and processing of Electronic management and processing of

allall airport data … one stop shop for airport data … one stop shop for managing and updating an airports datamanaging and updating an airports data

Best Best EconomicsEconomics

GIS is a scalable and interoperable GIS is a scalable and interoperable technology allowing others to use and share technology allowing others to use and share

data without recollecting, because the data without recollecting, because the metadata provides the source, accuracy, metadata provides the source, accuracy,

collection methodology, etc. of the dataset. collection methodology, etc. of the dataset. Each entity builds on the base data set to Each entity builds on the base data set to

meet its own requirementsmeet its own requirements

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Airport Sponsor BenefitsProvides a single point of entry for the submission and maintenance of AIRPORT DATA AIRPORT DATA and to communicate the changes electronically to the FAAProvides non-GIS Equipped Airports with a GIS Foundation for:

Airport Layout Plans, Obstruction Charts, Construction plans, and other airport mapping productsPlanningZoning

Improves Response to Airport ChangesProvides On-line Access to Electronic Obstruction Charts and Airport Layout Plan Data to FAA, Airports, and ConsultantsProvides the sponsor access to FAA data Speeds Production and Currency of FAA Charts and publications

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Why Implement Such A Process? •To meet the challenges of the changing role of aeronautical data in the system, the FAA needed to rethink the way it collects, stores, and maintains the data about airports.

•We need to focus on managingmanaging our airport and aeronautical data.

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Why Implement Such A Process?

•The role and importance of airport and aeronautical data in meeting the safety, regularity and efficiency of air navigation changed significantly with the implementation of area navigation (RNAV), required navigation performance (RNP) and airborne computer based navigation systems.

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Answer …•To provide a common platform for the collection, maintenance, and dissemination of airport and aeronautical information and sharing of the data for improved efficiency of airport operations for both the sponsor and the FAA.

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The rest of the story …•Current initiatives within aviation industry and the FAA require a data centric airport environment, as opposed to the traditional product based environment.

•Airports GIS

•D-NOTAMS

•D-TAXI

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Why Change?

•UDDF (Universal Data Delivery Format) delivered data … it was an outline, it did not tell the whole story!•This runway entry only shows the geographic position (latitude/longitude, true bearing, touchdown zone elevation, and four (4) elevation points on an 11,500 foot runway.

|19L |P|17097||Y|17097|| 385719.1845| -772609.5261|1804003|11500|150|17097|| 302.2| |17097|| | | | || 0| 293.2| |17097|| 4000| 305.1| |17097|| 8500| 312.4| |17097||11500| 311.7| |17097|

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The answer … a richer data set• Geospatial data identifies the geographic

location and characteristics of natural or man-made features

• Moving to a geospatial environment allows us to not only know the geographic location but also, and sometimes more importantly the characteristicscharacteristics of a feature.

• In the example (left) of a runway …• We not only have the coordinates (1)• We also have the characteristics (2)

• Width• Length• Surface Type• Surface Material• Surface Condition

• A much richer data set …all together in a single place!

1

2

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Questions

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Airport Surveying-GIS

ProgramTimothy Roe, Program Manager, Airport and Airspace ProgramsFAA, Air Traffic Organization, System Operations, AIM and Airspace Aeronautical Information Management (AJR-32) Architecture and Planning Team

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FAA Advisory Circulars

AC 150/5300-16AC 150/5300-16

Establishes the requirements for and how to Establishes the requirements for and how to install geodetic controlinstall geodetic control

AC 150/5300-17AC 150/5300-17 Identifies the requirements for and how to Identifies the requirements for and how to

collect the required imagerycollect the required imagery

AC 150/5300-18AC 150/5300-18 Identifies what to collect, required accuracy Identifies what to collect, required accuracy

and how to provide the dataand how to provide the data

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What is Geodetic Control?

A network of carefully measured points used as a reference for other surveys or to establish or measure accuracy in map making whose precise positions and/or heights are known and take into account the shape and size of the Earth.

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At airports we call them PACS/SACS

•A stainless steel rod three-dimensional (3-D) drivable survey monument is the recommended survey marker producing the stability required for most conditions.

•PACS = Primary Airport Control Station

•SACS = Secondary Airport Control Station

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ARP Policy on Permanent Geodetic Control (PACS/SACS)

• Permanent Control. FAA Regional Airports Divisions will determine which airports require permanent geodetic control monumentation in the form of PACS or SACS based on the activity (operational or proposed future construction) at the airport. However, for all airports in the National Plan of Integrated Airport Systems (NPIAS), we strongly recommend that at least the PACS be established.

AC 150/5300-16, paragraph 2.2

Airports Requiring Geodetic Control Monumentation

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PACS and SACS considerations for Airports

• Permanency with appropriate geographic location and spacing.

• Ease of recovery, location should allow efficient use by surveying community.

• Accessible by public. Public property should be utilized where feasible.

• Minimal multi-path.

• No known potential conflict with future development.

• Aerial-photo identifiable.

• Protect the monuments … they are important and expensive!

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Geodetic Control Required Deliverables

• Use the FAA Deliverable Checklist to guide the production and delivery or project deliverables.

• Survey Work Plan (Prior to starting … more later)

• Quality Control Plan (Prior to starting … more later)

• Project Status Reports (more later)

• Final Project Report

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Final Project Report

• Used by NGS to verify the information provided by the surveyor

• Contains such things as …• Description of the Project • Copies of Field Logs• Original Data• Descriptions of PACS and SACS location• Photographs of PACS and SACS

• All required elements are listed in the FAA deliverables checklist!

• Submitted through Airports GIS web site

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FAA Advisory Circulars

AC 150/5300-16AC 150/5300-16

Establishes the requirements for and how to Establishes the requirements for and how to install geodetic controlinstall geodetic control

AC 150/5300-17AC 150/5300-17 Identifies the requirements for collecting the Identifies the requirements for collecting the

required imageryrequired imagery

AC 150/5300-18AC 150/5300-18 Identifies what to collect, required accuracy Identifies what to collect, required accuracy

and how to provide the dataand how to provide the data

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Why Do We Require Imagery? • The role and importance of airport and aeronautical data in meeting

the safety, regularity and efficiency of air navigation changed significantly with the implementation of area navigation (RNAV), required navigation performance (RNP) and airborne computer based navigation systems.

• There are 2 reasons we require imagery. • The primary reason we require imagery for projects involving

safety critical data is to ensure the quality of the aeronautical quality of the aeronautical informationinformation collected.

• Secondly, we feel that the use of imagery is an accurate and potentially cost saving method of collecting this type of data.

• Current initiatives within aviation industry (moving maps, electronic flight information, advanced avionics) require a data centric airport environment, as opposed to the traditional product based environment.

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NGS Verification

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“leaving footsteps …”Others should (read as mustread as must) be able to retrace the original surveying or mapping product (without having to contact the person who created it!)

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Required Deliverables (for NGS)

• The airport sponsor must provide NGS with digital stereo imagery of the area of analysis. The dimensions of this area depend on the type of survey the contractor is requested to perform.

• Acquire the imagery within at most 6 months prior to the ground survey (AC 150/5300-18 survey).

• Submit the imagery well in advance of the survey deliverables for NGS review and approval.

• Upon imagery approval, the final survey deliverables may be submitted.

• Submit the imagery and associated deliverables directly to NGS for review.

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Required Deliverables (for FAA)• Provide the FAA with digital orthoimagery of the

area(s) flown. • Develop the orthoimagery using the specifications

defined by the Federal Geographic Data Committee in FGDC-STD-008-1999, except the imagery should not be resampled, they should be developed at the resolution of the original imagery used for analysis.

• Provide metadata for the orthoimagery as described in the FGDC standard. Submit the digital orthoimagery to the FAA on similar media as hat uses to provide the imagery to NGS. Include on the delivery media FGDC compliant metadata for the orthoimagery.

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FAA Advisory Circulars

AC 150/5300-16AC 150/5300-16

Establishes the requirements for and how to Establishes the requirements for and how to install geodetic controlinstall geodetic control

AC 150/5300-17AC 150/5300-17 Identifies the requirements for collecting the Identifies the requirements for collecting the

required imageryrequired imagery

AC 150/5300-18 Identifies what to collect, required

accuracy and how to provide the data

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Organization of AC 150/5300-18B

• Though it looks daunting from the outside … it’s not really that bad!

• The AC has five (5) chapters and appendices• Chapter 1 discusses general survey guidance and

specifications• Chapter 2 discusses specific survey specifications and

standards• Chapter 3 discusses geospatial standard and

specifications (GIS rules)• Chapter 4 discusses data translation and existing data • Chapter 5 discusses specific about the airport features• Chapter 1 – 4 cover about 100 pages the rest is

chapter 5!

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Types of Surveys• Surveys are on completed on airports for many different

reasons • Boundary• Construction• Utilities • Obstruction

• Each served a single purpose, each was not coordinated sometimes collecting similar or the exact same data

• Some even happening at the same time!

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New Philosophy on Airport Surveys

• AC 150/5300-18 is designed to collect data about the airport as a whole rather than as a group of individual projects.

• Since most everything on an airport is interconnected or has a relationship to other things and these relationships should be preserved.

• Data collection projects should build on one another.

• Data provided as part of a design should be incorporated into the airport data set and later verified rather than collected new.

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Alphabet Soup Eye Chart or Survey Requirements ???

• ANA-LPV• ANAPC• PIR• CGR• BV

• NP-D

• AV

• C

• D

Obstruction Surveys

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Airport Airspace Analysis• Under the previous standard (FAA 405)

there were as many different types of surveys

• These multiple types did not always provide the information required and most were incorrectly based on 14 CFR 77

• AC 150/5300-18B has only two types of “obstruction surveys” … it is a single multifaceted surface not individual pieces• Vertically Guided • Non-Vertically Guided

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Vertically Guided Airport Airspace Analysis Surface

• These specifications support the airport’s planning and design activities for the development of vertically guided instrument approaches such as ILS, PAR, MLS, LPV, TLS, RNP and Baro/VNAV

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Non-Vertically Guided Airport Airspace Analysis Surface

• Use the following specifications and associated figures to complete object identification on and surrounding airports to runways designed for visual or non-vertically guided (NVG) operations (Lateral Navigation (LNAV), Localizer Performance (LP), VOR, NDB, Localizer, Localizer Directional Aid (LDA), etc.)

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Other Types of Surveys

• AC 150/5300-18B for the first time discusses standards for other types of surveys relating to or happening on Airports, most of which you are familiar with

• Boundary/Land Use• Sub Surface Utility Engineering• Topographic• Airport Mapping Database • Construction• Airport Pavement

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Acceptable Datum's

• With regard to spatial data, a datum is a reference to an approximation of the earth’s surface or a Datum. Use the following Datum's for spatial data submitted in compliance with this standard:

• All horizontal data must be submitted referenced to the North American Datum of 1983

• All vertical data must be referenced to the North American Vertical Datum of 1988 (NAVD88).

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Data Translation and the Use of Existing Data

• Many airports have developed and collected data over the years through different projects or planning efforts. This data exists in many forms from drawings in a CADD system, to individual records in databases or through a hardcopy management system.

• Since the 1980’s the form of the data has evolved from a totally paper-based product to where many airports have some if not all the data available electronically. As the tools and technology changed from linen to Mylar and finally to digital CADD and GIS formats, only a few airports made the effort to ensure the quality of the data set.

• In some cases, the user performed data transformations from one datum to another without regard to the actual accuracy of the data. With the availability of more digital data and its associated detail, the expectations of those charged with maintaining this information also increased.

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Data Translation and Use of Existing Data

• However, no real effort or process related the data values to the true value and associated data accuracy by tracing the data back to its source. When considering the reuse of this data in a current or future project, the quality of the data is the first and most important factor determining its usability.

• ICAO) defines data quality as, “A degree or level of confidence that the data provided meets the requirements of the data user in terms of accuracy, resolution and integrity”. One of the first steps in determining the quality of a data set is determining its origin

• What is the data source, and is it traceable to the time and point of collection? If the data is not traceable to the source, then the data provider should implement a defined and repeatable process to determine the spatial accuracy and reliability of the data before the data is used.

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Maintenance of Data • Purpose is to ensure the data quality

remains at an acceptable level.

• Make updates to airport object and obstacle data as soon as practical with sufficient lead-time to ensure the information is available when required to meet the AIRAC cycle amendment schedule.

• Terrain and obstacle require updating to account for uncovered errors as well as to change appropriate data (e.g. due to construction activities or vegetation growth).

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GIS Data Features• The bulk of AC 150/5300-18B details the airport feature

descriptions defining the specifications for each feature group and class.

• Utilize the specifications defined to ensure the data delivered is accurate and meets standards.

• Each feature is described by …

• Feature group

• Geometry type,

• Sensitivity, requirements,

• Positional accuracy

• Data capture rule,

• Attributes required to provide the data to the FAA.

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Airport Features• There are eleven feature groups in the

standard• Airfield Navigational Aids• Airspace Sea Plane • Cadastral Security • Environmental Surface Transportation• Geospatial Utilities• Manmade Structures

• In each Feature Group are the individual features.

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What Attributes are required and Which are Optional?

Airport Surveying-GIS program looks at the airport as a wholewhole rather a group of disconnected individual parts…so it should be attributed as a whole.

The SOW determines who does what .

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What Attributes Are Required and Which Are Optional?

All attributes and features located on the airport are required …

Some are required from the surveyor

Others are required of the sponsor or their consultant

The SOW determines who does what

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Airport Sponsor

Data collection, planning, design, development, or

analysis activities

Integrating Airports GIS into OurOur Business Processes

Region/ADO

review, analysis or processing

Data SharingData Sharing

e- NASRe- NASR

No

n-S

afetyC

ritical Data

Airports GISDatabase

Airports GIS is being designed to provide the data and tools airports and the FAA need to accomplish their work collaboratively in an all digital format.

NGS

Safe

tyC

ritical

FA

A D

ata

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What is the purpose of a SOW?

• “A narrative description of products, services, or results to be supplied.”

• The SOW should indicate …• A business need• Document the product or service requirements that they

project is undertaken to create• All projects should support the organization’s strategic

goal• Get a new approach procedure• Improve access to larger aircraft • Plan for future improvements

• Citation: A Guide to the Project Management Body of Knowledge, Third Edition, 2004

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What Elements Should A Good SOW Contain?

• A good SOW should detail …• What is needed … why are we doing the

project• What standards should be applied• What deliverables are required • What audits can or will be conducted• When the deliverables are required.• What scope verification will be used

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What is Needed? Under the Airport Surveying-GIS Program, the collection of airport data consists of …

The use of existing data

The collection of new data or verification of existing data

How do you (or the airport sponsor) determine what data is required?

AC 150/5300-18B, Table 2-1 provides information on what is required.

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Data Collection Requirements Matrix

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What Deliverables Are Required?

• Each AC has a specific set of deliverables identified in them.

• We have developed a form to assist you and the sponsor in making sure the appropriate information to complete the project is provided.

• If this checklist and the appropriate forms completed the correct data will be collected and provided for most projects.

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What Should Be Addressed in the Plans?

• We have already discussed the requirements for the Geodetic Control and Imagery Plans

• The Survey and Quality Control Plan is the overall plan addressing the total effort.

• It should address such items as what is the purpose of the survey?

• How will the data be used in the end ?

• What requirement of the airport is the survey meant to address?

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Submitting the Plans• Submit all plans for evaluation using the Airports GIS

system.

• This allows for everyone (the airport sponsor, the ADO/Region, State DOT, FAA HQ, NGS) to see the plans in a single place.

• It provides a system for tracking when something was received ands when it was reviewed and approved.

• It provides traceability of the information for use in future projects.

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Last Words …• It really doesn’t matter how they collect the

data, what coordinate system or unit of measure they use, as long as they tell us what it is.

• It follows the old adage of instruction …• Tell them what you are going to tell them

(Survey and Quality control Plan).• Tell them (The data and associated

deliverables)• Tell them what you told them (Final Report)

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What is an e-ALP? • ALPs contain a lot of data and information that is important to

FAA

What if… the FAA could capture data and information from the ALP and make it available electronically for whoever needs

it?

What if … the FAA could electronically accept, review, coordinate, and approve ALP’s and designs and associated

revisions?

What if … the FAA has this capability by September 15, 2009?

Would this be something you’d be interested in?Would this be something you’d be interested in?

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electronic AIRPORT LAYOUT PLAN

Develop capability within the Airports-GIS application for electronic Airport Layout Diagrams (eALPs) and digital obstruction charts by SEPTEMBER 15, 2009

FLIGHT PLAN TARGET STATUS: IN PROGRESS

WHY ARE WE DEVELOPING eALP?• Airport Layout Plans are required by the AIP

• All NPIAS airports are required to keep their ALPs current (many are outdated)

• Paper copies of ALPs are typically housed in multiple locations and the “latest” version(s) often vary

• Paper ALPs frequently contain out-of-date or contradictory information that differ from other data sources in use across FAA and ARP LOBs

To optimize updated, precise data stored in A-

GIS for better airport planning

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e-ALP VISION | From There To Now

Element: RunwayAttribute: Runway Threshold Runway End: 19RNAVD 88 Elevation: 8.8’Length: 7,500’Width: 200’Degrees-Minutes-Seconds (NAD83 DMS) Lat. 37 deg 37' 37.94" N Long. 122 deg 22' 12.44" W

Element: RunwayAttribute: Runway Threshold Runway End: 19RNAVD 88 Elevation: 8.8’Length: 7,500’Width: 200’Degrees-Minutes-Seconds (NAD83 DMS) Lat. 37 deg 37' 37.94" N Long. 122 deg 22' 12.44" W

Element: NAVAIDAttribute: VOR/DMEFrequency; 115.80Operator: FAANAVD 88 Elevation: 13’Lat. 37 deg 37’ 10.136”NLong. 122 deg 22 26.008”W

Element: NAVAIDAttribute: VOR/DMEFrequency; 115.80Operator: FAANAVD 88 Elevation: 13’Lat. 37 deg 37’ 10.136”NLong. 122 deg 22 26.008”W

AIP Grant: AIP No. 3-06-0221-40Name: Rehabilitate ApronMaterial: AsphaltArea: 11,243 SYStatus: Completion date 10/2009

AIP Grant: AIP No. 3-06-0221-40Name: Rehabilitate ApronMaterial: AsphaltArea: 11,243 SYStatus: Completion date 10/2009

AIP Grant: AIP No. 3-06-0221-40Name: Rehabilitate RunwayMaterial: AsphaltStatus: Completion date 10/2009

AIP Grant: AIP No. 3-06-0221-40Name: Rehabilitate RunwayMaterial: AsphaltStatus: Completion date 10/2009

What if… the FAA could capture and

validate data against a defined standard,

import it from and/or export it to an ALP,

and make it available electronically for

whoever needs it?

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Element: RunwayAttribute: Runway Threshold Runway End: 19RNAVD 88 Elevation: 8.8’Length: 7,500’Width: 200’Degrees-Minutes-Seconds (NAD83 DMS) Lat. 37 deg 37' 37.94" N Long. 122 deg 22' 12.44" W

Element: RunwayAttribute: Runway Threshold Runway End: 19RNAVD 88 Elevation: 8.8’Length: 7,500’Width: 200’Degrees-Minutes-Seconds (NAD83 DMS) Lat. 37 deg 37' 37.94" N Long. 122 deg 22' 12.44" W

Element: NAVAIDAttribute: VOR/DMEFrequency; 115.80Operator: FAANAVD 88 Elevation: 13’Lat. 37 deg 37’ 10.136”NLong. 122 deg 22 26.008”W

Element: NAVAIDAttribute: VOR/DMEFrequency; 115.80Operator: FAANAVD 88 Elevation: 13’Lat. 37 deg 37’ 10.136”NLong. 122 deg 22 26.008”W

AIP Grant: AIP No. 3-06-0221-40Name: Rehabilitate ApronMaterial: AsphaltArea: 11,243 SYStatus: Completion date 10/2009

AIP Grant: AIP No. 3-06-0221-40Name: Rehabilitate ApronMaterial: AsphaltArea: 11,243 SYStatus: Completion date 10/2009

AIP Grant: AIP No. 3-06-0221-40Name: Rehabilitate RunwayMaterial: AsphaltStatus: Completion date 10/2009

AIP Grant: AIP No. 3-06-0221-40Name: Rehabilitate RunwayMaterial: AsphaltStatus: Completion date 10/2009

WE CAN DO BETTER NOW!BY PROVIDING A RICHERRICHER DATA SET

THE RESULT:A COMPLETECOMPLETE PICTURE FOR NEXTGEN PLANNING

Airports GIS and e-ALP make data …information

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IMAGINE THE INITIAL eALP END-STATE... AND BEYOND

• A catalyst to help field personnel coordinate airport plans in a more timely manner and to share accurate airport planning data in an integrated environment

• A tool to help airport planners dynamically visualize existing and planned airport layouts and features to augment efficient extensive planning, review, comment/approval, and decision-making

RESULT:Better Extensive Front-end Planning

• A readily-available web-based program that pulls updated, precise airport data directly from A-GIS to recurrently generate e-ALPs for planning

A-GISA-GIS

eALPeALP

https://airports-gis.faa.gov/https://airports-gis.faa.gov/

END USERSEND USERS

Multi-User

Accessible ALP Set

Multi-User

Accessible ALP Set

Thorough Decision-Making

Thorough Decision-Making

Improved Extensive Planning

Improved Extensive Planning

Improved ALP Co-

ordination

Improved ALP Co-

ordination

Efficient Review & Approval

Efficient Review & Approval

AIRPORTSAIRPORTS FAAFAA RESULT:Improved

Long-Term Decision-

making

The Benefits of e-ALP

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Questions