topic 5 - airport layout and design final

8/6/2019 Topic 5 - Airport Layout and Design Final

1/50

Airport Layout and DesignTrent Baldwin & Jim Clague of PBS&J

775-828-1622


2/50

Learning Objectives

Part 1 Background of the Industry

US Airport System Airport Capitol Improvement Funding Part 2 Airport Planning

Airport Master Plan Airport Layout Plan Wind Rose Analysis Runway Designation (Homework Problem)

Part 3 Design Guides Advisory Circular 150/5300-13 Federal Aviation Regulations Part 77

Part 4 Construction


3/50

Part 1 Background of the Industry

US Airport System

Airport Improvement Funding


4/50

US Airport system

Commercial Airports are used for Travel for Business and Travel Cargo

Some Private Pilots General Aviation Airports are used for

Emergency Services Connect rural communities Used mostly by Private pilot Recreation use


5/50

30 Hub Airports


6/50

550 Commercial Airports


7/50

5,300 Public Use Airports


8/50

Growth of Passenger Air Travel


9/50

Global growth projection in passenger travel


10/50

Greater delays as a result of growth


11/50

Growth of Private Business Jets

0

2,000

4,000

6,000

8,000

10,000

12,000

14,000

16,000

1 9 7 4

1 9 7 6

1 9 7 8

1 9 8 0

1 9 8 2

1 9 8 4

1 9 8 6

1 9 8 8

1 9 9 0

1 9 9 2

1 9 9 4

1 9 9 6

1 9 9 8

2 0 0 0

2 0 0 2

Fixed Wing Aircraft Flight Departments Fractional Shares Fractional Aircraft


12/50

Funding of Airport Projects

Funding Stakeholders include Federal Government FAA State Government

Local Government County and City The Airport


13/50

FAA Funding

FAA currently funds up to 95% of Airport Capital improvements forGeneral Aviation (GA) airports and

93.75% for international airports Runway, Taxiway and Aprons NavAids Limited funding for revenue sources.

Terminals, Fueling Stations, Hangars.


14/50

Other Funding

2004 Nevada Aviation Trust Fund Intended to match FAA Funding Used for General Aviation Airports only

Local funding Airport Funding

Passenger and Facility Fees, Cargo Taxes,Fuel Taxes


15/50

Airport Improvement Program (AIP)

Airport Capital Improvement Program(ACIP)

FAA Grants

Design Construction

E l f Eli ibl I li ibl AIP P j


16/50

Examples of Eligible vs Ineligible AIP Projects

Eligible Projects Ineligible Projects

Runway construction/rehabilitation Taxiway construction/rehabilitation Apron construction/rehabilitation Airfield lighting Airfield signage Airfield drainage Land acquisition Weather observation stations (AWOS)NAVAIDs such as REILs & PAPIs Planning studies Environmental studies Safety Area improvements Airport Layout Plans (ALPs)Access roads only located on airport property Removing, lowering, moving, marking, and

lighting hazards

Maintenance equipment and vehicles Office and office equipment Fuel farms Landscaping Artworks Aircraft hangars Industrial park development Marketing plans Training Improvements for commercial enterprises General Aviation Terminal Buildings Automobile parking lots Maintenance or repairs of buildings


17/50


18/50


19/50


20/50

Part 2 Airport Planning

Airport Master Plan Airport Layout Plan Wind Rose Analysis

Runway Designation (Homework)


21/50

Elements of an Airport Master Plan

Airport Master Plan

Environmental Considerations Existing Conditions

Aviation Forecast* Facility Requirements Alternatives Development and Evaluation Airport Layout Plans* Facilities Implementation Plan

Financial Feasibility Analysis*Approved by the FAA


22/50

Airport Layout Plans Drawing Set

1) Airport Layout Plan*

2) Data Sheet3) Terminal Area Plan (s)

4) Airport Airspace Drawing (FAR Part 77)5) Inner Portion of the Approach Surface

Drawing6) Airport Land Use Drawing7) Airport Property Map


23/50

Wind Rose Analysis

Used to determine optimal placement

of runways If wind coverage of 95% for 10.5 knot

wind can be achieved no cross windrunway is needed. Indicates probability of safe landings.


24/50


25/50

Runway Designation

Runway Placement

Constrained By Land and Wind 1 st Convert to Degrees 2 nd Adjust for Magnetic Variance 3 rd Divide the bearing by 10 4 th Round to the nearest whole number (if

the answer is 0 use 36) If there are multiple runways designate

Right or Left


26/50

Angle Conversion

The runway bearing is typically

reported as a Bearing Angle Runway Designation uses the AzimuthAngle


27/50


28/50

Runway Designation Example

Problem A proposed runway is determined to be

N54 o30W, With a magnetic variance of 14 o45 West and an annual rate of changeof 10 East.

Solve What should the runway designation be?

l


29/50

Solution

1. N54 o30W Bearing Angle =>

305.50o

Azimuth Angle2. -14.75 Magnetic Variance

305.50 o - 14.75 o = 290.75 o

3. Divide the Bearing by 10290.75 o / 10 = 29.075

4. Round to the nearest whole number29.075 => 29

5. Runway designation 11-29

P 3 D i G id


30/50

Part 3 Design Guides

Advisory Circular 150/5300-13

Federal Aviation Regulation Part 77

T f D i S d d


31/50

Types of Design Standards

Federal Aviation Regulations

(FARs) are organized by parts andare federal laws under chapter 14 of the Code of Federal Regulations(CFRs)

Advisory Circulars (AC) are asystematic means of providing non-regulatory information in a variety of subjects areas cataloged by number.

FAA D i G id


32/50

FAA Design Guides

Found on FAA website http://www.faa.gov/arp/engineering/

AC 150/5300-13 Airport Design AC 150/5320-6D Airport Pavement Design

and Evaluation AC 150/5340-1H Airport Markings FAR Part 77

Ai t L t A d D i
http://www.faa.gov/arp/engineering/http://www.faa.gov/arp/engineering/


33/50

Airport Layout And Design

Design Reference Code

Wing span of Design Aircraft A through E (A is small, E is large)

Approach speed of Design Aircraft I through VI (I is slow, VI is fast)

Example

Reno Runway 34L-16R, D-IV Stead 826, C-II Carson 9-27 B-II

Ai t L t A d D i


34/50


Runway Design Runway Length and Width Runway Shoulders

Safety areas Taxiway Design

Taxiway Width Shoulders Wing Tip Clearance / Safety Areas

Location of Hold Bars

Ai t L t A d D ig


35/50


Safety Areas Runway Safety Area (RSA) Taxiway Safety Area (TSA)

Object Free Zone (OFZ) Object Free Area (OFA) Runway Protection Zone (RPZ) Visual Restriction Line (VRL) Building Restriction Line (BRL)


36/50

Runway Striping


37/50

Runway Striping

Striping


38/50

Striping

Hold Sign Striping

Runway Closed Striping (Permanent)

Signing


39/50

Signing

Runway or Taxiway designation sign

Hold Sign Directional Signs

Signing


40/50

Signing

Runway Holding Position Sign

Direction Sign For Runway Exit

FAR Part 77


41/50

FAR Part 77

The Definition of Controlled Airspace

Around an Airport Any Object located inside the Defined

Surfaces is considered an obstruction

http://www.ngs.noaa.gov/AERO/oisspec.html

FAR Part 77
http://www.ngs.noaa.gov/AERO/oisspec.htmlhttp://www.ngs.noaa.gov/AERO/oisspec.htmlhttp://www.ngs.noaa.gov/AERO/oisspec.htmlhttp://www.ngs.noaa.gov/AERO/oisspec.html


42/50

FAR Part 77

3-D Drawing


43/50

3-D Drawing

Surface Dimension Table


44/50

Surface Dimension Table

Part 4 Construction


45/50

Part 4 Construction

Construction Management

Construction Safety



46/50


Preconstruction meeting

Material submittals Weekly construction meetings

Construction reports Construction issues Pay requests Change orders Construction Inspection Materials Testing

Construction Safety


47/50

Construction Safety

NOTAMS Notice to Airmen

Used to close the portions of the airfieldunder construction Temporarily Close Runways and/or

Taxiways Commercial Airports Require Security

Badging for all personnel on theairfield. Vehicular Traffic

Checkered Flags, Amber Lights, Radios

Aviation Lingo


48/50

Aviation Lingo


49/50


50/50

Thank YouTrent Baldwin & Jim Clague of PBS&J

775-828-1622

topic 5 - airport layout and design final

Documents