Airport Planning Reference Relationships
Airport Layout Plan (ALP) feeds NPIAS (National Plan of Integrated Airport Systems), ACIP (Airport Capital Improvement Plan, internal FAA document), CIP (Capital Improvement Plan, local airport operators 5-6 year plan).
The Master Plan feeds ALP.
The NPIAS feeds the ACIP.
Completed projects from the CIP feed the 5010 form.
The 5010 form feeds the AFD (Airport Facility Record, aka Chart Supplements).
Design Aircraft Definition
ALP Component
ALP
Grant Assurance #29 requires ALP must be updated at all times
ALP can be a set of documents, or an individual document portraying the existing and development future plans, or a study like airport master plan.
Functions of the ALP
ALP Maintenance
Any changes to the ALP (pen and ink change)
ALP-study (short master plan)
Should be reviewed every 2-7 years depending on the size of the airport.
FAA ALP Approval Standards
The plan should be Safe, Useful and Efficient.
Airport Master Record (5010 Form)
Airport operators are required to update the 5010 form at least once per year.
NPIAS
More than 3,000 existing airports, including all commercial service, GA relievers, national guard based on civilian airports, airport with Mail contact, other qualified GA airports
NPIAS Function: identifies public airports’s role, amounts and types of airport development eligible for federal funding under the AIP over the next 5 years.
Not a real plan as it does not have a timetable. NPIAS feeds the ACIP.
Work Products of an Airport Master Plan
Aviation Demand Forecasts
Several data sources and models can be used.
Forecast Sources:
- FAA Terminal Area Forecasts (TAF)
- State aviation system plans
- Airlines
- Tenants (FBOs, flight schools, charter operators…)
- Forecasting seminars (Airlines 4 America, NBAA…)
- Local Data Sources
- Federal and State Data Sources (Bureau of Economic Analysis - federal, and various state sources)
Factors affecting demand forecast
Forecast methods
Facility Requirements
Compare current facilities and services available to the forecasted demand for facilities and services
Financial Feasibility Plan
Airport Configuration
Non-Movement Area: ramp areas, aircraft parking areas and other areas where aircraft and vehicle operate. Aircraft movement may be directed by airport or airline ramp operator.
Movement Area: Runways, taxiways and other areas as determined through an agreement between the airport operator and control tower.
Air Operations Area: Non-Movement + Movement.
Runway Design Code (RDC)
RDC is determined based on:
- The approach speed of the design aircraft. Aircraft Approach Category (AAC)
- The wingspan or tail height of the Design Aircraft, whichever is greater. Aircraft Design Group (ADG)
- Visibility requirements for instrument approach runways.
Runway Configuration
Runway alignments shall be in direction in which the design aircraft can use the runway with its max crosswind component at leat 95% of the year.
If 95% is not obtained, a crosswind runway is recommended.
Federal Funded Projects (including runways, taxiways, and aprons) Requirements
not take into account: public opinion
Independent Parallel Approach
Runway centerlines spaced less than 4,300 ft, final monitor controller required.
With PRM (Precision Runway Monitor) in the approach identification, runways can do simultaneous independent close parallel approaches.
Runway types
Displaced threshold
A displaced threshold is required in three instances: 1. An object obstructs the airspace needed for landing aircraft 2. Noise abatement 3. Provide standard runway safety area
*A displaced threshold can be used for takeoff, or landing rollout from the opposite end of the runway, or taxiing, but a pilot cannot legally land on a displaced threshold.
Runway safety area
Width of RSA can extend out to 250 feet either side of centerline, and 1000 ft off the approach and departure end of runway, depending on category of aircraft and type of approach.
Object free zone
Runway safety area
Object free area
OFZ: airspace above runway elevation; extends 200 ft beyond each runway end begins at the surface and extends to 150 ft above the runway elevation, nothing except fixed by function and frangible.
RSA: ground surface areas around runways, ground must be prepared for aircraft overrun; nothing except fixed by function and frangible , Engineered Material Arresting Systems (EMAS) can help.
OFA: ground area centered on runway, taxiway or taxi lane centerline; nothing except fixed by function and frangible, or mobile.