For the purpose of this chapter, the following terms are defined as follows:
"Airport elevation"means the highest point on the usable landing surface and is given as 259 feet above mean sea level.
"Airport reference point"means a fixed point at the approximate center of the airport takeoff and landing area and is given as the established airport elevation of 258 feet above mean sea level.
"Approach surface"means a surface longitudinally centered on the extended runway centerline and extending outward and upward from each end of the primary surface. The inner edge of the approach surface is the same width as the primary surface and it expands uniformly to a width of 1,500 feet for that end of a runway other than a utility runway with only visual approaches and 16,000 feet for precision instrument runways. The approach surface extends for a horizontal distance of 5,000 feet at a slope of 20 to one for all utility and visual runways and 10,000 feet at a slope of 34 to one for all nonprecision instrument runways other than utility and 10,000 feet at a slope of 50 to one with an additional 40,000 feet at a slope of 40 to one for all precision instrument runways.
"Clear zone"means an area at ground level that begins at the end of each primary surface and extends with the width of each approach surface to terminate directly below each approach surface slope at the point or points where the slope reaches a height of 50 feet above the elevation of the runway end or 50 feet above the terrain at the outer extremity of the clear zone, whichever distance is shorter.
"Effective length of runway"means the length of the associated primary surface plus an extension at each end providing for runway safety areas as provided in Federal Aviation Administration Advisory Circular 150/5300-6 series.
"Horizontal surface"means a horizontal plane 150 feet above the established airport elevation, the perimeter of which is constructed by swinging arcs of specified radii from the center of each end of the primary surface of each runway of each airport and connecting the adjacent arcs by lines tangent to those arcs.
(1) The radius of each arc is:
(A) Five thousand feet for all runways designated as utility or visual;
(B) Ten thousand feet for all other runways.
(2) The radius of the arc specified for each end of a runway will have the same arithmetical value. That value will be the highest determined for either end of the runway. When a 5,000 foot arc is encompassed by tangents connecting two adjacent 10,000 foot arcs, the 5,000 foot arc shall be disregarded on the construction of the perimeter of the horizontal surface.
"Primary surface"means an imaginary surface longitudinally centered on the runway and extending 200 feet beyond each end of the runway. The elevation of any point on the primary surface is the same as the elevation of the nearest point on the runway centerline. The width of the primary surface is 500 feet for visual runways having only visual approaches, 1,000 feet for a nonprecision instrument runway having a nonprecision instrument approach with visibility minimums as low as 3/4 of a statute mile, and for precision instrument runways.
"Transitional surface"means surfaces extending outward and upward at right angles to the runway centerline and the runway centerline extended at a slope of seven to one from the sides of the primary surface and from the sides of the approach surfaces.
(Prior Code § 10-87.2; Ord. 84-1077 § 1 (Exhibit B) (B), eff. 11/1/84)