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AC 150/5300-4 .CHG 3 12/5/78 <br />* f, .Airspace. All airport. hazards should be removed. An obstruction <br />to air navigation according to the criteria or standards prescribed <br />in FAR 77.23, Standards for Determining Obstructions, as applied in <br />FAR 77.25, Civil Airports Imaginary Surfaces, and FAR 77.29, Airport <br />Tmaginary Surfaces for Heliports, is deemed to be an airport hazard <br />unless an FAA airspace determination has found the obstruction not <br />to be a hazard to air navigation. Requests for an FAA aeronautical <br />study of existing obstructions to air navigation may be initiated <br />by anyone with a valid interest in the matter. An FAA approved <br />airport layout plan and an FAA determination of no objection to an <br />FAR Part 157 proposal, in part, are blanket FAA airspace determina- <br />tions of no hazard to navigation covering all existing obstructions <br />and all proposed construction included in the airport layout plan <br />or the airport proposal. <br />g. Terminal Navigational Facilities. Desired operational clearances <br />for terminal navigational facilities should be provided and <br />maintained. AC 150/5300-2 describes in general terms the land <br />area, grading requirements, and operational clearance desired for <br />air navigational aids (NAVAIDs) and for air traffic control (ATC) <br />facilities. <br />h. Terminal Instrument Procedures. Serious consideration should be <br />given to removal of the controlling obstacles relative to existing <br />and planned terminal instrument procedures. In establishing <br />instrument procedures, the FAA Terminal Instrument Procedure <br />Specialist makes the determination of the controlling obstacle. <br />i. Taxiways. All objects within one-half wingspan of the critical <br />aircraft plus 25 feet (8 m) from taxiway centerline should be <br />removed except for frangibly mounted air navigational aids which, <br />because of their function, must be located near the taxiway. <br />17. CLEARANCE OVER HIGHWAYS AND RAILROADS. <br />a. Figure 5-2 shows the recommended minimum clearance for the vertical <br />distance between,a highway, railroad, or traverse way and a clearance <br />surface. When the landing area of an airport is to be extended or <br />a new airport is to be constructed near a highway or railroad, <br />maintain adequate clearance between them. <br />b. It should be noted that the clearances shown in Figure 5-2 are <br />minimum.. Attain greater clearance for future needs whenever <br />possible. Further avoid the location of a traverse way of any type <br />within the building restriction line. If a small secondary road <br />is allowed to cross this area, it may be only a few years before <br />it is a primary highway with adjacent light standards, powerlines, <br />and sign boards. <br />Page 16 <br />chap•5 <br />Par 16 <br />
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