New Legaspi Airport Draft FS - PPP Center

The width and depth of the aircraft parking stands have been determined
based on the dimension and required clearances for the design aircraft, in this
case A320.
4.5 PASSENGER AND CARGO TERMINAL BUILDINGS
4.5.1 Passenger Terminal Building
The floor area required for the passenger terminal building is calculated by
multiplying the number of peak-hour passengers and the required unit floor
area per passenger. A unit floor area of 10 sq.m. per peak-hour passenger
has been adopted for passenger terminal based on a planning practice in the
Philippines.
4.5.2 Cargo Terminal Building
4.6 OTHER BUILDINGS
The floor area of the cargo terminal building is estimated based on the annual
cargo volume and unit cargo handling capacity. A handling capacity of 15
tons per sq.m. is adopted for estimating the cargo handling area based on
experience from other similar projects.
4.6.1 Control Tower Building
The control tower should be high enough to enable the controller to observe
the surface of runway threshold with an angle of depression not less than 35
minutes. The approximate minimum eye level of controllers will be about 23
m above the ground. The floor area of the control tower will be about 300
sq.m. to accommodate air traffic controllers, control consoles, staircase, and
others.
4.6.2 Administration Building
The floor space required for administrative and operational functions will be
about 660 sq.m. to accommodate 11 functional units composed of the
following :
a) Executive Office
b) Assistant Executive Office
c) Executive Staff
d) Legal Staff
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