Change 18 of AC 150/5300-13, Airport Design, Dated 30 December 2011
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Advisory U.S. Department of Transportation Circular Federal Aviation Administration Subject: Airport Design Date: 12/30/2011 AC No: 150/5300-13 Initiated by: AAS-100 Change: 18 1. PURPOSE. This Change removes the One Engine appropriate flexibility to meet the varying needs of each Inoperative (OEI) implementation date from January 1, airport. 2012. Figure A2-4, One-Engine Inoperative (OEI) Obstacle Identification Surface (62.5:1) has also been removed. OEI is considered an emergency procedure and has been excluded from 14 CFR part 77. The FAA is working on a A National One-Engine Inoperative (OEI) Policy is under policy that would consider the impact of OEI procedures in development based on the recommendations from the the aeronautical study process conducted under existing National OEI Pilot Project. The intent of the new policy is: part 77 criteria at the core airports to start. To define an OEI departure area for each departure Implementation of the new OEI Policy and guidance in this runway end supporting commercial operations which is AC is anticipated for Fall 2012 and will be implemented at a agreed to by the airport sponsor or owner and the FAA. limited number of airports based on need. Where possible, harmonize with International Civil 2. CHANGED TEXT. Changed text is indicated by Aviation Organization (ICAO) standards with vertical bars in the margins. PAGE CONTROL CHART Remove Pages Dated Insert Pages Dated ix 9/30/2011 ix 12/30/2011 x 9/30/2011 x 9/30/2011 101 9/30/2011 101 9/30/2011 102 01/03/2011 102 12/30/2011 103 9/30/2011 103 12/30/2011 104 9/30/2011 104 9/30/2011 107 1/3/08 107 1/3/08 108 1/3/08 108 12/30/2011 Michael J. O’Donnell Director of Airport Safety and Standards 12/30/2011 AC 150/5300-13 CHG 18 4-9. Taxiway turnaround..................................................................................................................................................... 46 4-10. Crossover taxiway ....................................................................................................................................................... 47 4-11. Right-angled exit taxiway ........................................................................................................................................... 47 4-12. Acute-angled exit taxiway ........................................................................................................................................... 48 4-15. Typical end-around taxiway layout ......................................................................................................................... 48-3 4-16. End-around taxiway visual screen width calculations .............................................................................................. 48-4 4-17. Visual screen width calculation formula .................................................................................................................. 48-5 4-18. Examples of mounting screen to vertical column ................................................................................................... 48-10 4-19. Examples of panel layout for 13-foot-high screen .................................................................................................. 48-11 4-20. Diagonal stripe orientation .................................................................................................................................... 48-12 4-21. Examples of frangibility connections .................................................................................................................... 48-14 5-1. Longitudinal grade limitations for aircraft approach categories A & B ...................................................................... 50 5-2. Transverse grade limitations for aircraft approach categories A & B ......................................................................... 51 5-3. Longitudinal grade limitations for aircraft approach categories C & D ...................................................................... 52 5-4. Transverse grade limitations for aircraft approach categories C & D ......................................................................... 53 5-5. Runway safety area grade limitations beyond 200 feet (60 m) from the runway end ................................................. 55 5-6. Runway visibility zone ................................................................................................................................................ 57 6-1. AZ antenna siting ........................................................................................................................................................ 59 6-2. Typical NAVAID placement ...................................................................................................................................... 60 6-3. AZ antenna critical area ............................................................................................................................................... 61 6-4. EL antenna siting ........................................................................................................................................................ 61 6-5. EL antenna critical area .............................................................................................................................................. 61 6-6. ILS LOC siting and critical area .................................................................................................................................. 62 6-7. GS siting and critical area ............................................................................................................................................ 62 6-8. Marker beacon site ...................................................................................................................................................... 63 6-9. NDB site ...................................................................................................................................................................... 63 6-10. A TVOR installation.................................................................................................................................................... 64 6-11. TVOR Clearances ........................................................................................................................................................ 64 7-1. Full width runway-taxiway bridge .............................................................................................................................. 71 7-2. Cross-section full width runway-taxiway bridge ......................................................................................................... 72 7-3. Minimum width taxiway bridge with positive edge protection, O'Hare Airport, Chicago, IL .................................... 73 7-4. Example structural deck and depressed roadway, O'Hare Airport, Chicago, IL ......................................................... 74 7-5. Suggested shoulder marking of minimum width taxiway bridge ................................................................................ 75 7-6. Controlled use service road, Los Angeles International Airport, Los Angeles, CA .................................................... 76 8-1. Velocity distance curves, DC-8 .................................................................................................................................. 79 8-2. Velocity distance curves, B-727 ................................................................................................................................. 80 8-3. Velocity distance curves, B-747 ................................................................................................................................. 81 8-4. Velocity distance curves, DC-10 ................................................................................................................................. 82 8-5. Blast velocities of business jet airplanes ..................................................................................................................... 83 8-6. Typical blast deflector fences, metal ........................................................................................................................... 84 8-7. Typical blast deflector fences, concrete ....................................................................................................................... 85 A1-1. Wind vector diagram ................................................................................................................................................... 89 A1-2. Typical environmental data service wind summary .................................................................................................... 90 A1-3. Windrose blank showing direction and divisions ........................................................................................................ 91 A1-4. Completed windrose using figure A1-2 data ............................................................................................................... 92 A1-5. Windrose analysis ........................................................................................................................................................ 93 A1-6. Windrose analysis--estimating area not included ........................................................................................................ 94 A2-1. Approach slopes .......................................................................................................................................................