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656 

14 CFR Ch. I (1–1–24 Edition) 

§ 77.11 

or settlement where the shielded struc-
ture will not adversely affect safety in 
air navigation; 

(2) Any air navigation facility, air-

port visual approach or landing aid, 
aircraft arresting device, or meteoro-
logical device meeting FAA-approved 
siting criteria or an appropriate mili-
tary service siting criteria on military 
airports, the location and height of 
which are fixed by its functional pur-
pose; 

(3) Any construction or alteration for 

which notice is required by any other 
FAA regulation. 

(4) Any antenna structure of 20 feet 

or less in height, except one that would 
increase the height of another antenna 
structure. 

§ 77.11

Supplemental notice require-

ments. 

(a) You must file supplemental no-

tice with the FAA when: 

(1) The construction or alteration is 

more than 200 feet in height AGL at its 
site; or 

(2) Requested by the FAA. 
(b) You must file supplemental no-

tice on a prescribed FAA form to be re-
ceived within the time limits specified 
in the FAA determination. If no time 
limit has been specified, you must sub-
mit supplemental notice of construc-
tion to the FAA within 5 days after the 
structure reaches its greatest height. 

(c) If you abandon a construction or 

alteration proposal that requires sup-
plemental notice, you must submit no-
tice to the FAA within 5 days after the 
project is abandoned. 

(d) If the construction or alteration 

is dismantled or destroyed, you must 
submit notice to the FAA within 5 days 
after the construction or alteration is 
dismantled or destroyed. 

Subpart C—Standards for Deter-

mining Obstructions to Air 
Navigation or Navigational 
Aids or Facilities 

§ 77.13

Applicability. 

This subpart describes the standards 

used for determining obstructions to 
air navigation, navigational aids, or 
navigational facilities. These standards 
apply to the following: 

(a) Any object of natural growth, ter-

rain, or permanent or temporary con-
struction or alteration, including 
equipment or materials used and any 
permanent or temporary apparatus. 

(b) The alteration of any permanent 

or temporary existing structure by a 
change in its height, including appur-
tenances, or lateral dimensions, includ-
ing equipment or material used there-
in. 

§ 77.15

Scope. 

(a) This subpart describes standards 

used to determine obstructions to air 
navigation that may affect the safe and 
efficient use of navigable airspace and 
the operation of planned or existing air 
navigation and communication facili-
ties. Such facilities include air naviga-
tion aids, communication equipment, 
airports, Federal airways, instrument 
approach or departure procedures, and 
approved off-airway routes. 

(b) Objects that are considered ob-

structions under the standards de-
scribed in this subpart are presumed 
hazards to air navigation unless fur-
ther aeronautical study concludes that 
the object is not a hazard. Once further 
aeronautical study has been initiated, 
the FAA will use the standards in this 
subpart, along with FAA policy and 
guidance material, to determine if the 
object is a hazard to air navigation. 

(c) The FAA will apply these stand-

ards with reference to an existing air-
port facility, and airport proposals re-
ceived by the FAA, or the appropriate 
military service, before it issues a final 
determination. 

(d) For airports having defined run-

ways with specially prepared hard sur-
faces, the primary surface for each run-
way extends 200 feet beyond each end of 
the runway. For airports having de-
fined strips or pathways used regularly 
for aircraft takeoffs and landings, and 
designated runways, without specially 
prepared hard surfaces, each end of the 
primary surface for each such runway 
shall coincide with the corresponding 
end of the runway. At airports, exclud-
ing seaplane bases, having a defined 
landing and takeoff area with no de-
fined pathways for aircraft takeoffs 
and landings, a determination must be 
made as to which portions of the land-
ing and takeoff area are regularly used 

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657 

Federal Aviation Administration, DOT 

§ 77.19 

as landing and takeoff pathways. Those 
determined pathways must be consid-
ered runways, and an appropriate pri-
mary surface as defined in § 77.19 will 
be considered as longitudinally cen-
tered on each such runway. Each end of 
that primary surface must coincide 
with the corresponding end of that run-
way. 

(e) The standards in this subpart 

apply to construction or alteration 
proposals on an airport (including heli-
ports and seaplane bases with marked 
lanes) if that airport is one of the fol-
lowing before the issuance of the final 
determination: 

(1) Available for public use and is 

listed in the Airport/Facility Direc-
tory, Supplement Alaska, or Supple-
ment Pacific of the U.S. Government 
Flight Information Publications; or 

(2) A planned or proposed airport or 

an airport under construction of which 
the FAA has received actual notice, ex-
cept DOD airports, where there is a 
clear indication the airport will be 
available for public use; or, 

(3) An airport operated by a Federal 

agency or the DOD; or, 

(4) An airport that has at least one 

FAA-approved instrument approach. 

§ 77.17

Obstruction standards. 

(a) An existing object, including a 

mobile object, is, and a future object 
would be an obstruction to air naviga-
tion if it is of greater height than any 
of the following heights or surfaces: 

(1) A height of 499 feet AGL at the 

site of the object. 

(2) A height that is 200 feet AGL, or 

above the established airport ele-
vation, whichever is higher, within 3 
nautical miles of the established ref-
erence point of an airport, excluding 
heliports, with its longest runway 
more than 3,200 feet in actual length, 
and that height increases in the pro-
portion of 100 feet for each additional 
nautical mile from the airport up to a 
maximum of 499 feet. 

(3) A height within a terminal obsta-

cle clearance area, including an initial 
approach segment, a departure area, 
and a circling approach area, which 
would result in the vertical distance 
between any point on the object and an 
established minimum instrument 
flight altitude within that area or seg-

ment to be less than the required ob-
stacle clearance. 

(4) A height within an en route obsta-

cle clearance area, including turn and 
termination areas, of a Federal Airway 
or approved off-airway route, that 
would increase the minimum obstacle 
clearance altitude. 

(5) The surface of a takeoff and land-

ing area of an airport or any imaginary 
surface established under § 77.19, 77.21, 
or 77.23. However, no part of the take-
off or landing area itself will be consid-
ered an obstruction. 

(b) Except for traverse ways on or 

near an airport with an operative 
ground traffic control service furnished 
by an airport traffic control tower or 
by the airport management and coordi-
nated with the air traffic control serv-
ice, the standards of paragraph (a) of 
this section apply to traverse ways 
used or to be used for the passage of 
mobile objects only after the heights of 
these traverse ways are increased by: 

(1) 17 feet for an Interstate Highway 

that is part of the National System of 
Military and Interstate Highways 
where overcrossings are designed for a 
minimum of 17 feet vertical distance. 

(2) 15 feet for any other public road-

way. 

(3) 10 feet or the height of the highest 

mobile object that would normally tra-
verse the road, whichever is greater, 
for a private road. 

(4) 23 feet for a railroad. 
(5) For a waterway or any other tra-

verse way not previously mentioned, 
an amount equal to the height of the 
highest mobile object that would nor-
mally traverse it. 

§ 77.19

Civil airport imaginary sur-

faces. 

The following civil airport imaginary 

surfaces are established with relation 
to the airport and to each runway. The 
size of each such imaginary surface is 
based on the category of each runway 
according to the type of approach 
available or planned for that runway. 
The slope and dimensions of the ap-
proach surface applied to each end of a 
runway are determined by the most 
precise approach procedure existing or 
planned for that runway end. 

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