Landside Design of Al-Auja International Airport 

       Prepared by:     Sabreen Shehada
Mohammed Nazzal
Supervised  by:     Prof. Sameer Abu-Eisheh


رَح نعَمْرهَا 






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Palestine 
2050 




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Graduation Project I 
Final Result  




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The Design of the Landside Facilities 









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Estimate the Cost of the Project 


Result of Al-Auja International Airport Analysis 








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Al-Auja
Jericho 
Palestine











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phases 
2027-2034
2035-2042

2043-2050
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20,240,881
Number of passengers  

West Bank
Gaza Strip
Tourists
Pilgrims












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12,784
Number of Employees per Day  












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Arrivals
Departures 
Bus
Private Car
Taxi
236
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2,149
2,090
230










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Long-term 
Short-term 
Employees parking  
Taxi Parking  
Bus parking 
1,156

258

711

243

28





Highway No.90

Airport Roadway
Terminal Building





Trumpet Interchange






Landside Design 




Highway No.90


Airport Roadway

Circulation Road

Check Station




Interchange




Cargo Roadway

Roundabout

Short-term parking spaces



Long-term parking spaces
Parking road

Bus Parking Spaces

Taxi Parking spaces
Terminal Building
Cargo processing Unit
Valley




Highway No.90





Design Vehicle: WB-19
Speed: 100 Km/hr


= 8%
0.11
Highway N.90



R=1300 m
R=1400 m
R=1100 m
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W=7.75 m
W=7.705m
W=7.81m
Highway N.90



Vertical Alignment 
Highway N.90

2 Curves
Sag
Crest
K
L design
157
577
149
149


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4

3.6m 
1.2m 
3m 
Highway N.90

4m 

Surface layer = 11 cm 
Base course = 52 cm 
South
North

Surface layer =12 cm 
Base course = 50 cm 
3.6m 






Guide Signs on Highway No.90





Interchange



Interchange

Ramp 1
Ramp 2
Semidirect
Loop












Ramp 1
Ramp 2
Semidirect
Loop
Interchange
South
North
Airport





Ramp 1

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2

Airport Roadway

Surface layer =6 cm 
Base course = 26 cm 
8.1 m 
1.2 m 
2.4 m 


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Highway No.90
6.6 m 
1.2 m 
2.4 m 

Surface layer =6 cm 
Base course = 24 cm 
Ramp 2



Loop

1

2

Airport Roadway
8.6 m
1.2 m 
2.4 m 

Surface layer =6 cm 
Base course = 24 cm 


Semidirect

1

2

Highway No.90
8.1 m
1.2 m 
2.4 m 

Surface layer =6 cm 
Base course = 26 cm 



Semidirect and Loop


1.2m 
2.4m 
Loop and Semidirect

4m 
Highway No.90
Airport Roadway
8.64m 
1.2m 
8.64m 
2.4m 



Deceleration Lane for Ramp 2
Acceleration Lane for Ramp 1




Bridge

Interchange



Bridge
7m



Bridge



Marking






Airport Roadway




1.5 Km
Airport Roadway




Widening = 8.05 m
Widening = 7.95 m



Airport Roadway
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2

3

4

3.6m 
1.2m 
3m 
4m 
Highway No.90
Roundabout

Surface layer =6 cm 
Base course = 26 cm 
3.6m 



Airport Roadway

Check Station


Bridge
Valley
12 m 


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2

3

4

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7

Truck
Bus
Private Car
VIP
3.6m
2.3m

Check Station







Yield Sign
Speed Sign
Left Bend
Right Bend
No Truck

Warning Signs on Airport Roadway









Guide Signs on Airport Roadway


Guardrail

Rumble Strip






Rumble Strip 




Gore Area



Airport Roadway




Circulation Road



Circulation Road



Level 1 : Arrival
Level 2:
Departure



W = 7.99 m
W = 7.43 m
W = 7.89 m






Level 1
Taxi Lane
 Bus lane 

For Loading 
2 Lanes 
Private Car

For Loading 
20 m
3.7
4
3.3
3.7
4
3
3.7
3.7



Level 2
Public transportation  Lane
2 Lanes Private car
3
3.7
4
3
3.7
3.7
1.2

For Loading 

For Loading 




Bridges





1

2

Terminal Building
4m
1.2 m 
3 m 
4m

Level 1



Level 2


Guide Signs on Circulation Roadway











Cargo Road



Cargo Road

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2

3.6m
3.6m
2.5m
2.5m
Cargo processing unit
Bus parking

Surface layer =6 cm 
Base course = 26 cm 






Yield Sign
Speed Sign
Left Bend
Right Bend
Stop Sign

Warning Signs on Cargo Road


No Entry


Guide Signs on Cargo Road







Parking Road



Parking Road


Parking Road


1

2

3.6m
3.6m
2.5m
2.5m

Surface layer =6 cm 
Base course = 26 cm 




Roundabout



Roundabout

Cargo Road
Circulation 
Roadway
Airport Roadway





Directional traffic sign

Roundabout





Parking Spaces



Parking Spaces


Short-term and Employee Parking Spaces



986
Parking Spaces


Short-term parking spaces
Employee parking spaces

31,046
m
2

Short term and employee






Long term 

1,250
Parking
Space

36,178
m
2






286
Parking
Space

7,778
m
2

Taxi Parking






28
Parking
Space

10,836
m
2

Bus Parking





Cut and Fill

Estimated Cost of the Project

Base Course and Bituminous 

Curbstone

Guide Signs

Marking

Guardrail

Street Lamp

Bridges

11,667,578 $
6,494,773 $
370,200 $
9,770 $
271,641 $
1,708,630 $ 
485,562 $

27,078,000 $ 


Estimated Cost of the Project


50,543,212  $




The End 
















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