Many people come to Yogyakarta to have a vacation, study, etc. Most of the peoples come from
another province to study. This makes the transportation services must handle the big number of peoples
who come to Yogyakarta. The Yogyakarta Adisutjipto airport can facilitates the number of people to
come to Yogyakarta. But now on, the number is increasing heavily and Adisutjipto airport are no longer
to handle that. It is planned to have the new airport to handle the increase number of passenger. But the
airport is still has in planning phase.
New airport is planned to handle Boeing 747-400. Although, the construction is not yet been
constructed, but the design must be planned. According to the International Code Aviation Organization
ICAO1, the airport must be in 4E code to build airport to handle the Boeing 747-400. This writing is
meant to design, especially in runway. The method will be on survey directly to the area of construction
in Temon, Kulon Progo. Another methods is by discussing with the officer in Angkasa Pura 1 who
handles the project of the new airport. The survey it self is based on the location of the project. The data
is taken from the historical data from Adisutjipto airport, to handle the outter data needed to design the
airport.
The planning of air side facilities especially runway, taxiway, and apron can handle planes in the
future in this case Boeing 747-400. The future passenger is used trendline whereas the time is limited to
2024 (10 years) and the result of passenger arrivals is 5,433,567 passengers and for departure is
5,622,665 passengers, the aeroplane arrivals is 44,759 planes and departures is 44,664 planes and for the
baggage loaded is 34,498,407 kg and unloaded is 7,980,865 kg. Air side planning is covers geometric in
length and wide of the runway, taxiway, and apron according to requirements in ICAO and Annex-14
Aerodromes and planned plane characteristic where the runways have 3250 x 60 m and 3600 x 60 m,
total width of the runway is 200 m consist of runway, and runway shoulder. The width of taxiway is 30
m, taxiway shoulder is 40 m and the taxiway strip is 90 m. Total width of the taxiway is 90 m which
consist of the taxiway width, shoulder, and taxiway strip. The length of the apron is 176 m and the width
is 2,294 m.