The following airport imaginary surfaces are established with
relation to the airport and to each runway. The size of each imaginary surface
is based on the classification of each runway and the type of approach
available or planned for that runway. Refer to Exhibit A for a table showing
the classification and dimensional standards. Refer to Exhibit B and C for a
graphical depiction of the imaginary surfaces.
1.
Primary surface. A surface
longitudinally centered on a runway. When the runway has a specially prepared
hard surface, the primary surface extends two hundred feet beyond each end of
that runway; but when the runway has no specially prepared hard surface, or
planned hard surface, the primary surface ends at each end of that 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 a primary surface is:
a. Two hundred fifty feet for utility runways
having only visual approaches.
b.
Five hundred feet for utility runways having nonprecision instrument
approaches.
c. For other than
utility runways the width is:
(1) Five hundred
feet for visual runways having only visual approaches.
(2) Five hundred feet for nonprecision
instrument runways having visibility minimums greater than three-fourths
statute mile.
(3) One thousand feet
for a nonprecision instrument runway having a nonprecision instrument approach
with visibility minimums as low as three-fourths of a statute mile, and for
precision instrument runways.
The width of the primary surface of a runway will be that
width prescribed in this section for the most precise approach existing or
planned for either end of that runway.
2.
Approach surface. A surface
longitudinally centered on the extended runway centerline and extending outward
and upward from each end of the primary surface. An approach surface is applied
to each end of each runway based upon the type of approach available or planned
for that runway end.
a. The inner edge of the
approach surface is the same width as the primary surface and it expands
uniformly to a width of:
(1) One thousand two
hundred fifty feet for that end of a utility runway with only visual
approaches;
(2) One thousand fifty
feet for that end of a runway other than a utility runway with only visual
approaches;
(3) Two thousand feet
for that end of a utility runway with a nonprecision instrument
approach;
(4) Three thousand five
hundred feet for that end of a nonprecision instrument runway other than
utility, having visibility minimums greater than three-fourths of a statute
mile;
(5) Four thousand feet for
that end of a nonprecision instrument runway, other than utility, having a
nonprecision instrument approach with visibility minimums as low as
three-fourths statute mile; and
(6)
Sixteen thousand feet for precision instrument runways.
b. The approach surface extends for a
horizontal distance of:
(1) Five thousand feet
at a slope of twenty to one for all utility and visual runways;
(2) Ten thousand feet at a slope of
thirty-four to one for all nonprecision instrument runways other than utility;
and
(3) Ten thousand feet at a
slope of fifty to one with an additional forty thousand feet at a slope of
forty to one for all precision instrument runways.
3.
Horizontal
surface. A horizontal plane one hundred fifty 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. 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.
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 five thousand-foot arc is encompassed by tangents connecting
two adjacent ten thousand-foot arcs, the five thousand-foot arc shall be
disregarded on the construction of the perimeter of the horizontal
surface.
4.
Conical surface. A surface extending outward and upward from the
periphery of the horizontal surface at a slope of twenty to one for a
horizontal distance of four thousand feet.
5.
Transitional surface. These
surfaces extend 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. Transitional
surfaces for those portions of the precision approach surface which project
through and beyond the limits of the conical surface, extend a distance of five
thousand feet measured horizontally from the edge of the approach surface and
at right angles to the runway centerline.