DRAFT
Ministry of Civil Aviation
Notification
S.O. _____ In exercise of the powers conferred by section 9-A of the Aircraft
Act, 1934 and in supersession of the notification of the Government of India in
the Ministry of Civil Aviation (MoCA) number S.O.84 (E), dated the 14th
January, 2010, the Central Government being of opinion that it is necessary
and expedient so to do for the safety of aircraft operations hereby direct as
under:
1. Applicability: This order is applicable to all civil and defence aerodromes,
listed in Annexures IIIA to IIIE and updated from time to time, through an
executive order by Ministry of Civil Aviation (MoCA). The term aerodrome
includes
civil/defence
airports,
airstrips,
heliports,
Communication,
Navigation and Surveillance (CNS) facilities used for the aeronautical
purposes in India.
2. No structure shall be constructed/erected or any tree planted/grown on
any land within the limits, specified in Annexure I and II of this Notification,
of civil and defence aerodromes, listed in Annexure IIIA, IIIB, IIIC, IIID and
IIIE without obtaining ‘No Objection Certificate (NOC) for height
clearance except for cases covered in para 5.
Note 1.1: For this purpose, structure includes building, mast, tower,
chimney, poles, transmission lines, roads, bridges, rail lines, wind
forms and all other man-made structures.
3. For the purpose of issuing of No Objection Certificate referred to in para 2:
a. The Airports Authority of India (AAI) shall be responsible for issuing
the No Objection Certificate on behalf of the Central Govt. in
respect of civil aerodromes.
b. The Defence Authorities shall be responsible for issuing No
Objection Certificate in respect of Defence Aerodromes in
accordance with Annexure I and II of this Notification and subject to
any other condition which such authorities may deem fit for issuing
September 2, 2013
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the ‘No Objection Certificate’. Applicants may access Indian Air
Force website: www.indianairforce.nic.in for further information.
4. No structure higher than the limit specified in Annexure I and Annexure II
shall be constructed/erected or no tree, which is likely to grow or ordinarily
grows higher than the height specified in the said Annexures I and II, shall
be planted on any land within a radius of 20 kilometers from the
Aerodrome Reference Point (ARP).
Structures higher than 150M Above Ground Level (AGL) or 300M above
aerodrome elevation, whichever is less, between a distance of 20 KM and
56 KM from ARP of the nearest aerodrome and structures higher than
300M above aerodrome elevation beyond a distance of 56 KM from the
nearest aerodrome shall be regarded as an obstacle unless on
examination it is established that it does not constitute a hazard to safe
and regular aircraft operations and therefore such structures will be
subject to NOC.
In case of Defence Airfields the limit of 20 KM shall not be applicable. The
restriction will extend to cover entire Established Local Flying Areas
(LFAs) of Defence Airfields. In addition, beyond the LFAs all the
Transmission lines, structures and cables strung along valleys including
Ropeways more than 45 meters above ground level shall be notified,
along with an undertaking that the structures and cables will be
appropriately marked and lighted in accordance to IS 1563 (including
amendments), prior to commencement of construction work. This
notification will be made to D Ops (ATS), Air HQ, Rafi Marg, New Delhi by
the registered AD post.
5. The CCZM will be prepared by the AAI in respect of civil aerodromes
which will indicate, through the different colour coded grids, the
permissible
heights
in
different
areas
around
the
airport.
The
Local/Municipal Authorities are authorized to approve the construction of
the structures, as per their own building regulations/bye laws, only up to
the heights in AMSL, (being the top elevation of the building), as permitted
in the CCZM except in situations referred to in Para 8.
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NOTE 4.1: It is mandatory for the Local/Municipal Authority to certify on
the building plan that the FSI/FAR and related height of the sanctioned
building plan is within the permissible height in AMSL as indicated in
CCZM for the given site.
6. Five Regional NOC Offices, one each at Delhi/Kolkata/Mumbai/Chennai/
Guwahati
and
four
station
level
NOC
offices,
one
each
at
Hyderabad/Bengaluru/ Ahmedabad/Nagpur airports, are set up by AAI
which are headed by the Designated Officers. These designated officers
are responsible for processing the application and issue of No Objection
Certificate for height clearance with respect to the civil airports under their
respective jurisdiction.
A NOC office, existing at AAI CHQ, supervises the functioning of the NOC
offices at these regions/stations and also process the appeal cases
referred to the Appellate Committee.
The Designated Officers shall be responsible for co-ordination with the
respective Local / Municipal Authorities. The Local/Municipal Authorities
shall submit the details of the structures, authorized as per para 4 above,
to the Designated Officer of AAI within a period of thirty days from the date
of approval. The designated officer of AAI shall forward the data to the
concerned Airport Operator for the monitoring and control of the obstacles.
A list of Designated Officers in AAI is given in Appendix G.
7. In exceptional cases, where the Local/Municipal Authorities, at the time of
planning or before sale/disposal of the plots, propose to sanction extra
FSI/FAR, because of land constraints, rehabilitation of displaced
persons/tenants, development of plot for commercial importance etc.
which may necessitate height beyond the permissible height as in the
CCZM, the Local Authority may apply to Appellate Committee in Ministry
of Civil Aviation for seeking extra height for that particular plot. The local
authority in such cases shall not grant the extra FSI, unless approved by
September 2, 2013
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the Competent Authority, i.e. Appellate Committee in the Ministry of Civil
Aviation.
8. For every structure whose
a. proposed height exceeds the permissible top elevation as
indicated in the CCZM or
b. site lies in approach and transitional areas of an airport or
c.
site lies in areas not covered by CCZM,
an online application for the issue of NOC for height clearance, through “No
Objection Certificate Application System (NOCAS)”, accessible on AAI
website www.aai.aero, shall be made by the applicant to the Designated
Officer of AAI, which shall be dealt as per the procedure explained in Para 6.
9. In case the NOC for the requested height is not granted by AAI, as per the
provisions of this notification, the applicant may submit an application to
concerned Local / Municipal Authority, seeking an appeal to the Appellate
Committee in the Ministry of Civil Aviation. Such applications may be
scrutinized by the Local/Municipal Authority, and if in their opinion the
request for additional height is justified, as per their bye laws, the same
may be forwarded to the Chairman, Appellate Committee MoCA, along
with its recommendations. The Appellate Committee shall consider the
appeal and pass appropriate orders as deemed fit for the disposal of such
appeals. The details of procedure for appeal and applicable fees are
available at AAI website www.aai.aero on NOCAS link.
10. It will be the responsibility of the Aerodrome Operator to ensure that the
height of the structures and their locations are in accordance with the
approved building plans or the NOC issued by AAI. Accordingly,
appropriate mechanism, by having proper trained manpower and
equipment to verify height of the structures, site elevations and site
location/coordinates in WGS 84 system, shall be developed by the
Aerodrome Operators for the effective monitoring and controlling the build
environment around the airports.
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11. In respect of private/ state airports, procedure as described above will be
followed by AAI only for such airports for which requests are received from
the State Govt. or from private airport operators, as the case may be, for
the protection of obstacle limitation surfaces (OLS) at their airports. For
other civil private/ state airports State Government shall be responsible for
preparation of CCZM and protection of OLS.
12. The approved master plan of an aerodrome shall be considered for
drawing and protecting the various obstacle limitation surfaces to ensure
its future expansion/up-gradation. The planned changes in Aerodrome
(including
runway
dimension),
Communication,
Navigation
and
Surveillance (CNS) facilities and Procedure for Air Navigation Service
Operations (PANS-OPS) instrument procedures shall also be taken into
account for issue of NOC for height clearance at a given airport.
13. In respect of Aerodromes which are required to be constructed or
developed where the height of any existing structure or tree etc. on any
land within the limits specified in Annexure I and Annexure II, exceeds the
height specified in this notification, the owner or the person having control
of such structure or tree etc. shall reduce the height thereof within a period
of one month from the date of publication of notification in this regard so as
not to exceed the specified height.
14. Where the owner or the person having control over the structure or tree
etc. fails to reduce the height within the permissible limits and within the
time period specified in the notification, published as per Para 13, the
State Government Authorities or any other concerned Authority shall be
responsible for taking action for removal or reduction of height as the case
may be, in respect of such structure or tree etc. Any structure that is
constructed or erected or any tree that is grown in violation of the
provisions contained in this notification shall be considered as illegal and
the Authorities, referred to as above, shall be responsible for taking action
for removal of such structures or reduction of height thereof.
September 2, 2013
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ANNEXURE-I
The Land area specified below shall be completely free from all
obstacles as provided hereunder:1.
The land comprising within the Runway strip of uniform width of 150
meters on either side of centerline which extends to 60 meters
beyond each extremity or Runway end along extended centerline of
Runway for a Instrument runway code 3 and 4.
2.
The land comprising within the Runway strip of uniform width of 75
meters on either side of centerline which extends to 60 meters
beyond each extremity of Runway end along extended centerline of
the Runway for instrument Runway code 1 and 2 for non-Instrument
runway code 3 and 4.
3.
The land comprising within the Runway strip of uniform width of 40
meters on either side of centerline which extends to 60 meters
beyond each extremity of Runway end along extended centerline of
the Runway for a non-Instrument runway code 2.
4.
The land comprising within the Runway strip of uniform width of 30
meters on either side of centerline which extends to 30 meters
beyond each extremity of Runway end along extended centerline of
the Runway for a non-instrument runway code 1.
5.
The rectangular area of land enclosed within the approach funnel of
the Runway within a maximum distance of 300 meters from the
extremity of the Runway and 60 meters on either side of the
extended Runway centerline for code 3 and 4 and 45 meters on
either side of extended Runway centerline for code 1 and 2.
6.
Installation of HT and LT lines shall not be permitted within 1500
metres of the Inner edge of the approach area. Beyond 1500
metres the HT and LT lines in the vicinity of Navigational Aids shall
be permitted in accordance with the guidelines of AAI.
7.
In an aerodrome, where(a) Very High Frequency Omni Range (VOR)/Distance measuring
Equipments (DME)/Very High Frequency Direction Finder (VHF
DF) facilities are available, land within the 300 meters radius of
the facility;
(b) Localizer facilities are available, the area bounded by the
following namely:(i)
a line 300 meters in the direction of approach or nearest
end of the runway, whichever is greater from localizer
antenna and perpendicular to the runway.
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(ii)
a line 60 meters from the centerline of localizer antenna
on both side and parallel to the runway.
(iii)
a line containing centre of localizer antennas and
perpendicular to the runway; and
area within circle of 75 meters radius with centre at
middle of the antenna system;
(iv)
(c) GLIDE PATH facilities area available, the area bounded by the
following, namely:(i)
(ii)
(iii)
(iv)
a line 300 meters in the direction of approach from the
glide path facility;
a line containing glide path antenna and perpendicular of
runway;
near edge of the runway from the glide path;
a line 30 meters in the directions away from the runway
and parallel to it.
(d) Locators or Markers Beacons facilities are available, the land
within a radius of 30 meters of the site of markers and locator
beacons;
(e) Airport Surveillance Radar facilities are available, no structure
will be permitted on the land above the level of 3 meters below
the pedestal height up to the distance of 500 meters from Radar
antenna;
(f) Air Routes Surveillance Radar facilities are available, no
structure will be permitted on the land above the level of 5
meters below the pedestal height up to the distance of 200
meters from Radar antenna;
(g) Secondary Surveillance Radar are available, the distance and
the height restriction shall be the same as in respect of the
Airport Surveillance Radar or Air Routes Surveillance Radar,
depending upon operational usage;
(h) Microwave Link facilities are available, on corridor of 30 meters
on either side of the direct line of azimuth and 10 meters below
from the direct line of sight in the vertical plane;
(i) Ultra High Frequency (UHF) Link facilities are available, on a
corridor of 30 meters on either side of the direct line of the
azimuth and 10 meters below from the direct line of sight in the
vertical plane;
(j) En-route Beacons facilities are available, land within a radius of
30 meters around the antenna;
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(k) Remote Receiver facilities are available, land within a radius of
1525 meters of the site.
(l) Stand alone DME/ADS-B are available, no structure will be
permitted on land above the level of 3 meters below the antenna
base upto a distance of 150 meters from the antenna.
(m)Surface Movement Radar (SMR) are available, no structure will
be permitted on the land above the level of 2 meters below the
antenna base up to the distance of 200 meters from Radar
antenna.
(n) ASMGCS Ref TX are available, no structure will be permitted on
the land above the level of 5 meters below the antenna base up
to the distance of 200 meters from Radar antenna.
(o) ASMGCS MLAT are available, no structure will be permitted on
the land above the level of 2 meters below the antenna base up
to the distance of 200 meters from Radar antenna.
(p) GBAS reference receiver are available, no structure will be
permitted on land up to the distance of 100 meters from
antenna.
(q) GBAS VDB station are available, no structure will be permitted
on the land up to the distance of 300 meters from antenna.
(r) GBAS VDB monitoring station are available, no structure will be
permitted on the land up to the distance of 300 meters from
antenna.
(s) GPS Pseudolite no GPS pseudolite shall be used within the
approach funnel of any runway or within the airport where
GNSS/GBAS based operation has been planned/exist.
(t) GNSS repeater restricted are, no GNSS repeater shall be
installed/use in approach funnel and within the 500 mtr from the
basic strip where GNSS/GBAS based operation has been
planned/exist.
September 2, 2013
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Definitions and Explanation.For the purpose of this Annexure;
a. “Runway Strip” means a defined area including the runway and stopway, if provided, intended:(i) to reduce the risk of damage to aircraft running off a runway;
and
(ii) to protect aircraft flying over it during take off or lading
operations;
(b)
“Runway Code”, means the Runway Code, in relation to the
dimension of Runway Strip, specified in column (1) of the Table below:-
Table 1.1 DIMENSION OF RUNWAY STRIP
RUNWAY
Runway
Code
(1)
1.
2.
3.
4.
INSTRUMENT RUNWAY
Length
(Meter)
Width
Extending
laterally on
either side
of Runway
Centre Line
(Meter)
(2)
(3)
<800
75
800<1200
75
1200<1800
150
1800 &
150
above
Length
beyond
Runway
End/Stop
way
(Meter)
(4)
60
60
60
60
NON-INSTRUMENT
RUNWAY
Width
Length
Extending
beyond
laterally on
Runway
either side
End/Stop
of Runway
way
Centre Line (Meter)
(Meter)
(5)
(6)
30
30
40
60
75
60
75
60
(c) “Approach funnel”, in relation to(i)
An Instrument Runway Code 3 and 4, means the area in the shape
of an isosceles trapezium having the longer parallel side 4800 meters
long (2400 meters on either side of the extended centerline of the
runway) and smaller parallel side 300 meters long (150 meters on
either side of the extended centerline of the runway), where the smaller
and longer parallel sides are placed at a distance of 60 meters and
15060 meters respectively, from the end of the runway and at right
angles to the extended centerline;
(ii)
An Instrument Runway (Precision) Code 1 And 2, means the area in
the shape of an isosceles trapezium having the longer parallel side
4650 meters long (2325 meters on either side of the extended
centerline of the runway) and smaller parallel side 150 meters long (75
September 2, 2013
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meters on either side of extended centreline of the runway) where the
smaller and longer parallel sides are placed at a distance of 60 meters
and 15060 meters respectively, from the end of the runway and at right
angles to the extended centerline;
(iii) An Instrument Runway (Non Precision) Code 1 And 2,
means the area in the shape of an isosceles trapezium having
the longer parallel side 900 meters long (450 meters on either
side of the extended centerline of the runway) and smaller
parallel side 150 meters long (75 meters on either side of the
extended centerline of the runway), where the smaller and
longer parallel sides are placed at a distance of 60 meters and
2560 meters respectively, from the end of the runway and at
right angles to the extended centerline;
(iv)
A Non-Instrument Runway Code 3 And 4, means the area in the
shape of an isosceles trapezium having the longer parallel side 750
meters long (375 meters on either side of the extended centerline of
the runway) and smaller parallel side 150 meters long (75 meters on
either side of the extended centerline of the runway), where the smaller
and longer parallel sides are placed at a distance of 60 meters and
3060 meters respectively, from the end of the runway and at right
angles to the extended centerline;
(v)
A Non-Instrument Runway Code 2, means the area in the shape of
an isosceles trapezium having the longer parallel side 580 meters long
(290 meters on either side of the extended centerline of the runway)
and smaller parallel side 80 meters (40 meters on either side of
extended centreline of the runway) where the smaller and longer
parallel sides are placed at a distance of 60 meters and 2560 meters
respectively, from the end of the runway and at right angles to the
extended centerline;
(vi)
A Non- Instrument Runway Code 1 means the area in the shape of
an isosceles trapezium having longer parallel side of 380 meters long
(190 meters on either side of the extended centreline of the runway)
and smaller parallel side 60 meters (30 meters on either side of
extended centreline of the runway) where the smaller and longer
parallel sides are placed at a distance of 30 meters and 1630 meters
respectively from the end of the runway and at right angles to the
extended centreline. The diagrams of runway strip a approach funnel of
instrument runway code 1,2,3 and 4 and non–instrument runway code
3 and 4 have been shown in the Appendix;
(d)
“Instrument Runway” means a runway served by visual aids and
non-visual aids providing directional guidance adequate for a straight in
approach and intended for the operation of aircraft using instrument
approach procedures;
September 2, 2013
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(i)
Non-Precision Approach Runway- An instrument runway
served by visual aids and a non-visual aid providing at least
directional guidance adequate for a straight-in approach;
(ii)
Precision approach runway, category I – An instrument runway
served by Instrument Landing System and/or MLS and visual
aids intended for operations with a decision height not lower
than 60 meters and either a visibility not less than 800 meters or
a runway visual range not less than 550 meters.
(iii)
Precision Approach Runway, category II- An instrument
runway served by Instrument Landing System and or MLS and
visual aids intended for operations with a decision height not
lower than 60 meters but not lower than 30 meters and a runway
visual range not less than 350 meters.
(iv)
Precision Approach Runway, Category III- An instrument
runway served by Instrument Landing System (ILS) and/or MLS
to and along with surface of the runway and –
ILS CAT IIIA- intended for operations with a decision height
lower than 30 meters, or no decision height and a runway visual
range not less than 200 meters.
ILS CAT IIIB- intended for operations with a decision height
lower than 15 meters, or no decision height and a runway visual
range less than 200 meters but not less than 50 meters.
ILS CAT IIIC- intended for operations with no decision height
and no runway visual range limitations.
(e)
“Non-Instrument Runway” means a runway intended for operations
of the aircraft using visual approach procedure.
(f)
“Very High Frequency Omni Range, Terminal Very High
Frequency Omni Range, And Doppler Very High Frequency Omni
Range” means the facilities operating in the Very High Frequency band
of frequencies 112 to 118 MHz, radiate signals whereby an aircraft with
the help of an instrument in its cockpit when tuned to the ground
equipment frequency automatically gets its direction with respect to the
facility and helps an aircraft to navigate on a predetermined course or
home to an airport served by the facility.
(g)
“Instrument Landing System” means the facility which serves to help
an aircraft to make a safe landing on the runway in conditions of poor
visibility and comprises of the following component facilities, namely:(i)
Localizer facility which radiates Very High Frequency Signals
which when picked up by an aircraft guide it onto the centerline
of the runway in the horizontal plane and is normally situated
about 305 meters from the runway end;
(ii)
Glide Path facility radiates Ultra High Frequency signals and is
normally situated about 275 meters to 305 meters from the
runway threshold and offset about 122 meters to 137 meters
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from the centerline of the runway and provides the glide angle
information to a landing aircraft with the help of an instrument in
the cockpit which when tuned to the glide path frequency
indicates whether the aircraft is flying up or down or along the
correct glide angle;
(iii)
(h)
“Radar” includes(i)
Airport Surveillance Radar (ASR) which is a radar facility
serving an aerodrome to scan the air traffic within 50 to 60
nautical miles of the aerodrome;
(ii)
(h)
Outer Marker or Outer Locator facility operating on 75 MHz in
the Very High Frequency band is normally installed along the
extended centerline of the runway at a distance between 3.5
and 6 nautical miles (1 nautical mile=1853 meters) and
produces radiation pattern to indicate the landing aircraft, the
pre-determined distance from the threshold along the Instrument
Landing System glide path;
Air Routes Surveillance Radar (ARSR) or Secondary
Surveillance Radar is a high power long-range radar covering a
distance of 200 nautical miles approximately and it scans air
traffic to a larger distance than Airport Surveillance Radar;
Communication/Navigational facilities include(i)
Microwave Link which is a radio facility whereby mostly
intelligence/data is carried to the Air Traffic Control Display site;
(ii)
Ultra High Frequency Link which is a radio relay facility
operating in Ultra High Frequency Band;
(iii)
Beacons which are radio transmitters operating in the Medium
Frequency band from 200 to 400 KHz radiating omni
directionally in the horizontal plane and an aircraft equipped with
a suitable cockpit instrument can get its location automatically
with respect to this facility.
(iv)
Remote Receivers which are radio receiving stations (HF Band)
installed at remote site away from factory or industrial areas to
avoid interference link man-made static, etc.
Note 1: Any equipment or installation required for air navigation purposes
which must be located(a) On that portion of the strip within:
i) 75 meters of the Runway centerline where the Runway code is 3
or 4 or
ii) 45 meters of the Runway centerline where Runway code is 1 or 2;
or
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(b) )on a runway end safety area, a taxiway strip or within the distances
specified in Annex 14 of the guidelines of the International Civil Aviation
Organisation; or
(c) on a clearway and which would endanger an aircraft in the air,
shall be frangible and mounted as low as possible.
Note 2 : Any equipment or installation required for air navigation purposes
which must be located on or near a strip of precision approach Runway
ILS category I, II or III and which(a)
(b)
is situated on that portion of the strip within 77.5 meters of the
Runway centerline where the code number is 4 and code letter
is F;
is situated within 240 meters from the end of the strip and within(i)
(ii)
(iii)
60 meters of the extended Runway centerline where
Runway code is 3 or 4
45 meters of the extended Runway centerline where
Runway code is 1 or 2; or
penetrates the inner approach surface, the inner
transitional surface or the balked landing surface,
shall be frangible and mounted as low as possible.
Note: 3. Location of Navigational Aids shall be determined as per the
provisions of Annex-10 of the guidelines of International Civil Aviation
Organization.
September 2, 2013
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Appendix to Annexure I
September 2, 2013
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ANNEXURE – II
The heights or permissible elevations for cases requiring grant of NOC shall
be calculated based upon the ICAO Annex 14 Obstacle Limitation Surfaces,
the radio Communication, Navigation and Surveillance (CNS) aids based on
Annex 10 and the operational requirements for minimum altitudes of various
segments of published or proposed instrument approach procedures based
on Doc 8168, Vol II of International Civil Aviation Organisation.
1.
Based on Annex 14 Obstacle Limitation Surfaces as under:
1.1
Take-off climb surface-The dimensions of the take-off climb surface
shall not be less than the dimensions specified in the table given below except
that if a runway is meant for takeoff, a lesser length may be adopted for the
takeoff climb surface where such lesser length would be consistent with
procedural measures adopted to govern the outward flight of aeroplanes.
Table 2.1 -Dimensions and Slopes of Obstacle Limitation Surfaces
(Runways Meant for Take-Off)
Surface and dimension
*
(1)
TAKE OFF CLIMB
Length of inner edge
Distance from runway
end
Divergence (each side)
Final width
Code Number
1
(2)
2
(3)
3 or 4
(4)
60 meters
80 meters
180 meters
30 meters
60 meters
60 meters
10%
380 meters
10%
580 meters
12.5%
1200 meters
1800 meters**
15000 meters
2%
Length
1600 meters
2500 meters
Slope
5%
4%
* All dimensions are measured horizontally.
**When the intended track includes changes of heading greater than 15
degree for operations conducted in IMC, VMC by night.
1.2
Transitional Surface
1.2.1 The outer limit of the transitional surface is determined by its
intersection with the plane containing inner horizontal surface and the
slopes of transitional surfaces are as given below, namely:1.2.2
(i)
(ii)
(iii)
Precision
Approach 14.3% (1:7)
Runway
Non Precision Runway
14.3% (1:7) for code 3 & 4
20% (1:5) for code 1 & 2
Non-Instrument Runway
14.3% (1:7) for code 3 & 4
20% (1:5) for code 1 & 2;
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The slope of the transitional surface shall be measured in a vertical plane at
right angles to the centre line of the runway;
1.2.4 The elevation of a point on a lower edge shall be –
(a)
along the side of approach surface, equal to the elevation of
approach surface at that point; and
(a)
along the strip, equal to the elevation of
nearest point on the centre line of the
Runway or its extension;
1.3 Approach Surface
1.3.1 The approach surface shall be established for each runway strip
in the direction of intended landing of the aeroplanes and the
limits and slopes are given table below:
1.3.1.1
Instrument runway (divergence 15% on either side)
Length of Inner edge
- 150 meters for Code No. 1
and 2
- 300 meters for Code No. 3 and 4
Distance from Threshold - 60 meters
Table 2.2 -Approach Surface Slope of Instrument Runway
Runway
Code
No.
Length
(meter)
1.
<800
2.
800<1200
3.
1200<180
0
1800 and
Above
4.
Precision
Approach
Runway
First
Second
Section Section
Length Length
(Meter) (Meter)
Slope
Slope
3000
2.5%
3000
2.5%
3000
2%
3000
2%
Non Precision
Approach
Runway
First
Second
Sectio Section
n
Length
Length (Meter)
(Meter) Slope
Slope
12000** 2500
3%
3.33% 12000** 2500
3.00%
3.33% 3600
3000
3600
2.5%
2%
2.5%
3600
3000
3600
2.5%
2%
2.5%
Horizontal
Section
(Meter)
8400**
8400**
*Total length of approach surface for code No. 3 and 4 (precision and nonprecision shall be 15000 meters)
** Total length of approach surface for Precision approach Runway Code NO.
1 and 2 shall be 15000 meters.
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1.3.1.2 Non-Instrument runway
Length of Inner edge 60 meters for code 1 and 80 meters for
code 2 and 150 meters for Code No. 3 and 4
Distance from Threshold –30 meters for code 1 and 60 meters
for code 2, 3 and 4.
Table 2.3 -Approach Surface Slope of Instrument Runway
Code
No.
1.
2.
3.
4.
Runway
Length (Meter)
<800
800<1200
1200<1800
1800 & above
Divergence 10% On Either Side
Length
Section Slope
(Meter)
1600
5%
2500
4%
3000
3.33%
3000
2.5%
1.3.1.3
Aerodrome where there are more than one runway with overlapping approach areas and associated surface, most stringent
of the two would be the applicable criteria.
1.3.1.4
For determining the approach, the physical extremities of the
runway shall only be considered.
In case of displaced
threshold the permissible height shall be calculated based on
approach surface and transitional surface with respect to the
runway extremity or displaced threshold whichever is more
restrictive.
1.3.1.5
At Aerodromes, where the proposals for runway extension
exist, the requisite surface shall be determined from the
proposed extension as well as from the existing runway
strip/associated clearway, as applicable and the lower of the
two elevations shall be permitted. The elevation of the
associated runway extremity/displaced threshold/proposed
extension of runway shall be the datum for approach surface.
1.3.1.6
The slope of the approach surface shall be measured in a
vertical
plane containing the centerline of the runway.
September 2, 2013
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1.4
Inner Horizontal Surface
1.4.1 Dimensions and permissible heights of Inner Horizontal Surface are
given in the table below:
Table 2.4 -Dimensions and Permissible Heights of Inner Horizontal
Surface
Runway
Code Length
No. (Meter)
1.
<800
2.
800<1200
3.
1200<180
0
4.
1800 and
Above
Instrument
Radius(Met Height(Mete
er)
r)
3500*
45
3500*
45
4000**
45
Non-Instrument
Radius(Met Height(Mete
er)
r)
2000*
45
2000*
45
4000**
45
4000**
4000**
45
45
*Radius shall be measured from the Aerodrome Reference Point.
** Radius shall be measured from the extremities of the Runway.
1.4.1.1
The reference datum for Inner-Horizontal Surface shall be the
Aerodrome elevation as defined in clause (g) of the Explanation to this
notification.
1.4.1.2
For Runway code 3 and 4, the Inner Horizontal Surface shall be
a composite pattern, which consists of two circular areas centered at
the two ends with a radius of 4000 meters. These areas shall be joined
tangentially to form an elliptical shape as shown in Appendix-A1
1.4.1.3
Where it is required to protect two or more widely spaced long
runways, an every more complex pattern involving four or more circular
areas are formed. These areas should be joined tangentially by
straight lines and the Inner Horizontal Surface shall be defined by the
external limits of the resulting pattern. Refer Appendix A1.
1.4.1.4
When two aerodromes are close to each other with overlapping
circuits the Inner Horizontal Surface will be drawn as prescribed in para
1.4.1.3. The inner horizontal surface of these two aerodromes shall be
joined tangentially to form one common Inner Horizontal Surface.
1.4.1.5
In case of common horizontal surface serving two aerodromes,
the elevation of the Inner Horizontal Surface will be the lower of the two
aerodromes.
1.5
Conical Surface
1.5.1 The conical surface shall be projected upwards and outwards from the
periphery of the Inner Horizontal Surface. The slope 5% (1:20) of the conical
surface shall be measured in a vertical plane perpendicular to the Inner
Horizontal Surface. The reference datum for Conical Surface shall be the
September 2, 2013
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aerodrome elevations as defined in this Annexure. Refer to Appendix A2 for
illustration of the various surfaces including the conical surface.
Note: Where a part of Inner Horizontal Surface and conical surface lies below
the approach/take-off climb surface, the permissible heights shall be the
lowest of the applicable surfaces.
1.6
Outer Horizontal Surface
1.6.1 The Outer Horizontal Surface shall extend to 15000 meters from the
Aerodrome Reference Point for Aerodrome with runway code 3 and 4
1.6.2 In case of Aerodrome with runway Code-2, the Outer Horizontal
Surface shall extend to 14740 meters from Aerodrome Reference Point
for instrument runways and 13740 meters for Non-Instrument runways.
1.6.3 Where combined Outer Horizontal Surface is established for two
Aerodromes, the Outer Horizontal Surface shall be centered on the
Aerodrome Reference Point of the Aerodrome of higher category.
1.6.4 Outer Horizontal Surface for Aerodrome with runway code No.1 shall
not be established.
1.6.5 The Outer Horizontal Surface, would be defined such that the Conical
Surface may continue to be extended at 5% slope to a point wherein
the permissible maximum height of 300 meters (above aerodrome
elevation) is reached and thereafter this surface is maintained upto 15
kilometers from Aerodrome Reference Point.
Construction(s)
protruding above these surfaces shall normally not be permitted.
Obstructions existing in the area should be marked or lighted.
Note: In case of defence airfields, the permissible maximum height shall
be 150 meters.
1.6.6 In order to avoid abrupt vertical changes in surfaces, the surfaces
beyond the conical surfaces will slope laterally at 1:7 from edges of the
approach and take off surfaces between the permissible heights of 150
meters to 300 meters. For illustration refer to Appendix A2.
1.6.7 The datum for Outer Horizontal Surface shall be the aerodrome
elevation as defined in this Annexure.
1.7
The Inner Approach, Inner Transitional and Balked Landing
Surfaces (Obstacle Free Zone Or OFZ):
1.7.1 Obstacles free zone shall be established for precision approach
category II and III operations. The zone shall be kept free from fixed
objects other than light weight frangible mounted aids to air navigation
which must be near the runway to perform their function.
1.7.2 The dimensions and slopes of the Obstacles free zone (Code 3 and 4)
are given below”
Note: Obstacles free zone for Runway code No. 1 and 2 are not established.
1.7.2.1
The inner approach surface
Width
120 meters
September 2, 2013
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1.7.2.2
1.7.2.3
Distance from Threshold 60 meters
Length
900 meters
Slope
2%
The inner transitional surface
Slope
33.3%
Balked Landing Surface
Length of the Inner edge
Distance from Threshold
Divergence
Slope
120 meters
1800 meters
10%
3.33 %
2
Based on ICAO Annex 10 (Navigational Aids)
2.1
Very High Frequency Omni Range (VOR), Terminal Very High
Frequency Omni Range (TVOR), and Very High Frequency Omni
Range Distance Measuring Equipment (VOR DME)-An area beyond
the radius of 300 meters from the facility no structure shall subtend a
vertical angle greater than 1.5 degree at the centre of the Very High
Frequency Omni Range counterpoise from the horizontal plane
passing through the counterpoise.
Stand along Distance Measuring Equipment-Beyond 150 meters no
steel towers, power lines, metal buildings shall protrude elevation angle
of 3 degree measured from the base of Distance Measuring Equipment
antenna.
2.2
2.3
Localizer
2.3.1 Beyond the area specified in Annexure I and within + 10 degrees
azimuth in front of antenna, an object should not subtend an angle of
elevation more than 0.75 degrees at the centre of antenna array.
2.3.2 Beyond areas specified in Annexure I and within + 10 degrees to + 35
degrees azimuth in front of antenna an object should not subtend an
angle of elevation more than 1.1 degree.
2.3.3 Notwithstanding any thing in para 2.3.1 and 2.3.2, in all airports
having/intended to have cat II and cat III ILS, all object in sector of + 18
degree for medium aperture antenna localizer and + 15 degree for wide
aperture LLZ antenna, upto the distance of 1050 mtr beyond threshold,
to be analysed for their potential multipath effects on the performance
of ILS.
2.4
Glide Path
Beyond areas specified in Annexure I and within + 8 degrees azimuth
in front of the glide path antenna (in the direction of approach), a
building/structure should not subtend an angle of elevation of more
than 1.1 degree at antenna base.
September 2, 2013
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2.5
Airport Surveillance Radar (ASR);
2.5.1 Wherever airport is served or proposed to be served by a single
ASR, following criteria shall be applicable:
2.5.1.1
Beyond 500 meters from particular Radar site, the height
of the permissible structures may be increased at the rate of
0.05 per meter, upto a point wherein the height of the
permissible structure does not protrude above the line drawn
from a point 10% below the minimum sector altitude at the
farthest point (from Radar site) or any other designated MSA
at different distance in same sector whichever is closer to
horizon, to the centre of antenna pedestal, considering the
Minimum Sector Altitude (MSA) in that particular sector.
Beyond the above stated point no large object would be
permitted to protrude above the line drawn from a point 10%
below the minimum sector altitude at the farthest point (from
Radar site) or any other designated MSA at different distance
in same sector whichever is closer to horizon to the centre of
antenna pedestal depending on the minimum Sector Altitude in
that particular sector.
Note: Large object means the structure/s in isolation or collectively
subtending azimuth angle of 0.4 degree or above at Radar antenna. In
case of cluster of buildings wherein the gap between the two adjacent
buildings sub tends an azimuth angle of less than 0.4 degree on the
antenna pedestal, the entire cluster should be considered as one
object. Diagrammatic representation is at Appendix-B.
2.5.2 Wherever airport is served or proposed to be served by Multiple
Radars (more than one ASR), operational and integrated,
following criteria shall be applicable:
2.5.2.1 In case only one ASR is installed and the proposed ASRs are
yet to be operationalized and integrated, the existing ASR will be
considered for height calculations as per the provisions of 2.5.1.
2.5.2.2 After multi radar system is operationalized and integrated, the
maximum height permissible in the integrated system will be
considered for calculation of height to the applicant. However,
from the radar performance requirement point of view, the
structures are to be examined, as follows, to ensure that there is
no degradation of radar performance.
I.
II.
Within one kilometer of any ASR in the system, structures shall be
examined from the respective radar as per para 2.5.1.
Between one and two kilometer, the metallic and large structures
shall be examined from respective ASR as per para 2.5.1.
Structures which are Non -metallic and are not termed as large
September 2, 2013
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objects may be permitted to higher height as per 4 below, subject
to condition that other structure(s) in vicinity do not form cluster
with the structure under examination.
If required, the views of the radar manufacturer may also be
taken to arrive at the conclusion.
Note. Above criterion will not be applicable for wind farms, high
tension lines and electromagnetic source of interference.
2.6
Air Route Surveillance Radar
Beyond 200 metes from particular Radar site the height of the
permissible structures may be increased at the rate of 0.05 meter per
meter, upto a point wherein the height of the permissible structure does
not protrude above an angle of elevation of more than 0.5 degree at
the antenna pedestal or an angle equal to antenna tilt angle set during
last flight inspection whoever is higher. Beyond the above stated point
no large object would be permitted to protrude above the line drawn at
an angle of 0.5 degree from antenna pedestal or an angle equal to
antenna tilt angle set during last flight inspection whichever is higher.
Large object means the structure subtending azimuth angle of 0.4
degree or above at Radar antenna. In case of cluster of buildings
wherein the gap between the two adjacent buildings sub tends an
azimuth angle of less than 0.4 degree on the antenna pedestal, the
entire cluster should be considered as one object. Diagrammatic
representation is at Appendix-C.
2.7
Secondary Surveillance Radar
Same as Air Surveillance Radar/Air Route Surveillance Radar
depending on operational usage.
2.8
Advance Surface Movement Guidance and control system
(ASMGCS):
No structure should be built on the relevant area of the airport surface
which blocks the line of sight between any of the sensors of the
Advance Surface Movement Guidance and Control System and the
relevant operational area.
Incase there is operational
or
safety/security requirement to add a structure on the airport surface
which may obstruct the line of sight between Surface Movement Radar
(SMR) antenna//sensors, AAI would augment the system to meet the
Advance Surface Movement Guidance and control system operational
requirement.
2.8.1 Surface movement Radar (SMR)
Beyond the distance of 200 mtrs. from SMR antenna, no object should
protrude the line of sight to nearest point of designated coverage
volume of said SMR.
2.8.2 Beyond the distance of 200 mtrs. from ASMGCS Ref TX no object
should protrude the line of site to nearest point of designated coverage
volume of said ref TX and corridor between ref TX and MLAT of 5x5
mtr.
September 2, 2013
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2.8.3 Beyond the distance of 200 mtrs. from ASMGCS MLAT no object
should protrude the line of designated coverage volume of said ref TX
and a corridor between ref TX and MLAT of 5x5 mtrs.
2.9
Indian Land Uplink Station (INLUS)/Indian National Reference
Station (INRES) of GPS Aided Geo Augmented Navigation
(GAGAN) System
No structure will be permitted to protrude the above the plane inclined
at elevation angle of 2 degree form the horizontal surface drawn at the
level of antenna of Indian Land Uplink Station and Indian National
Reference Station of GPS Aided Geo Augmented Navigation system
which is a part of Global Navigation Satellite System (GNSS).
2.10
Communication Navigation Surveillance (CNS) Simulation study:
In case any structure is required to me made within aerodrome surface
in the operational interest which creates obstruction from CNS point of
view, a simulation study could be carried out to study the impact of this
structure on the performance of the relevant facility and in case the
study confirms that the impact would not hamper the operability of the
facility, such structure could be permitted within the aerodrome
boundary.
2.11
VHF/RCAG – no structure shall protrude above the lowest line of sight
of coverage of designated service volume of facility.
2.12
Beyond 20 km the CNS criteria will be applicable if PAN-OPS require
the specific CNS facility at specific route. The cluster of building like
skyscraper, large excavation work, TV Tower, high tension overhead
power line and wind farm within TMA will be assessed at all time.
2.13
No Wind Turbine Generator/s shall be installed upto a distance of 10
km in line of sight of the Radar Antenna of all Static Air Defence
Radars and upto 8 KM from VOR and Airport Surveillance Radar
(ASR).
3. Procedure for Air Navigation Surface Operation (PANS-OPS) criteria
based on ICAO Document 8168, Volume II
In order to achieve the lowest possible operating minima for aircraft
operation, it is necessary to protect not only the Annex 14 OLS but also to
safeguard the PANS-OPS [Document 8168] Surfaces. The limit of PANS-OPS
surfaces extend up to 30NM from the facility i.e. VOR or NDB serving the
aerodrome. Considerations need to be given to the objects which penetrate
the PANS-OPS surfaces, regardless whether or not they penetrate Annex 14
OLS. Such obstacle may result in an operational penalty like higher Obstacle
Clearance Altitude/Height (OCA/H) and introduction of longer approach
segment. Therefore, while examining the cases for issue of NOC from the
considerations of Annex 14 and Annex 10 criteria as provided in para 1 and 2
above, the operational criteria needs to be considered based on the
provisions of Documents 8168, Vol II. It needs to be ensured that the
September 2, 2013
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minimum altitudes of the following segments, published or the proposed, are
not infringed:
i.
ii.
iii.
iv.
v.
vi.
Minimum Sector Altitude (MSA)
Minimum Holding Altitude (MHA)
Minimum Vectoring Altitude (MVA)
Minimum Altitude of Initial and Intermediate Segments
OCA/H (Straight-in-and Circling) for all aircraft categories
STARs /SIDs procedure altitude.
Note 1: Instrument approach procedures of all the civil aerodromes in India
have been published in the AIP India under the section “Aerodrome”. In the
published procedures, the minimum altitudes of the various segments of
instrument approach procedures have been specified.
Note 2: The minimum obstacle clearance criteria are applied as per the
provisions of International Civil Aviation Organization (ICAO) Document 8168
Volume II. Normally for minimum sector altitudes (Applicable upto 30 NM from
the facility on which procedure is designed), minimum vectoring altitudes,
minimum holding altitudes and for the initial approach an obstacle clearance
of 1000 feet is applied.
Note 3: Final approach areas of Very High Frequency Omni Radio Range
(VOR)/Non Directional Beacon (NDB) have been illustrated in Appendix-D.
4. Shielding criteria
The principle of shielding is applicable when some object like Natural
Terrain or Substantive Structure of Permanent Nature which is not likely to be
removed, already penetrates one of the obstacle limitation surfaces of an
airport.
4.1
Aerodrome and Ground Aids (AGA) parameters
4.1.1
The following criteria shall be followed for the purpose of applying
shielding criteria for the proposed structure with respect to existing
natural terrain. The principle of shielding will not to be applied in:
(i)
(ii)
(iii)
4.1.2
Transitional surface area,
Approach surface areas within 4000 meters of the inner edge of
approach surface.
Inner Horizontal Surface (IHS) within radius of 3000 meters from
the nearest runway end or
The following guidelines are provided for application of the shielding
criteria:
(i)
Shielding will be applicable within a circle of 600 meter radius
drawn with its centre on the line joining the farthest point of the plot to
the nearest runway end (for code 3 & 4 aerodrome) and ARP (for code
September 2, 2013
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1&2 aerodrome), intersected perpendicularly by the line drawn across
to the highest contour of the reference terrain.
(ii)
The circle drawn above will be divided in two parts by a diameter
perpendicular to the line drawn as indicated in (i). In the semicircle
lying between terrain and aerodrome, a negative shielding of 10% shall
be applicable. The shielding benefit of a horizontal plane, equal to
terrain height at the centre of circle, shall be provided in the area
located in the opposite side semicircle away from the aerodrome. May
please refer Appendix E-1 and E-2.
While providing shielding criteria it shall be ensured that the minimum
altitudes of various segments of the published instrument approach
procedures are not adversely affected.
4.1.4 Shielding from authorised man made structure shall be permissible
through aeronautical study only. Tall and skeletal obstructions such as
isolated towers, chimney, masts, electric pylons telephone and power lines
and poles will not provide any shielding.
4.2
Communication Navigation Surveillance (CNS) Parameters:
For CNS facilities, shielding benefit could be provided to the structures
in cases wherein such structures (shielded) are in the shadow of the highest
terrain of permanent nature. Shadow for this purpose is defined as an area
falling below a line drawn from the top and both the extremities of the terrain
of permanent nature, to the facility and extrapolation of the same plane behind
from the said obstacle (refer to the Diagram at E3)
5. Conduct of Aeronautical Study
The Aeronautical Study as referred to in Annex 14 (ICAO) and applicable
regulations may be conducted for structures required for aviation or
aeronautical purposes. Aeronautical Study will not be permitted in approach
surfaces and transitional surfaces of the airport.
Structures
of
national
importance
and
public
utilities
duly
recommended/justified by the state authorities, may be considered for
Aeronautical study by the Appellate Committee. The following procedures will
be applicable for the conduct of Aeronautical Study for sites around the
airports.
The request for aeronautical study shall be considered by the Appellate
Committee on case to case basis
(i) If recommended by the Appellate Committee, on the basis of above
and as recommended
in ICAO Annexure 14 para 4.2.20, an
aeronautical study shall be undertaken by the AAI.
(ii) Applicable fees and taxes (detailed are given in NOCAS guidelines)
are payable to AAI for the conduct of Aeronautical Study.
September 2, 2013
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(iii) Based on the decisions of the Appellate Committee on the
Aeronautical Study Report, a No Objection Certificate for height
clearance shall be issued by AAI.
6
Procedure for determining the maximum permissible heights:
The following steps shall be taken for calculating the maximum permissible
heights for cases where there is a requirement of NOC from AAI or from
Defence Authorities.
6.1 ICAO Annex 14 Obstacle Limitation Surfaces Criteria:
6.1.1 The site of the proposed buildings/installations shall be marked
on the zoning map of the aerodrome, prepared by the
aerodrome operator, where Annex 14 surfaces have been
drawn or plotted on the map generated by NOCAS based on the
site co-ordinate(s) in WGS 84 system.
6.1.2 If the location is within the approach/take off surface, the
permissible applicable heights in the approach/take off climb
surface, transitional surface, Inner Horizontal Surface/conical
surface shall be calculated.
6.1.3 If the site is located outside the approach/take off climb surface,
the height shall be determined as per the location applicable to
the relevant surface (Transitional, Inner Horizontal Surface,
Conical or Outer Horizontal Surface).
6.2 ICAO Annex 10 Communication, Navigation and Surveillance
(CNS) Criteria:
6.2.1 Determine the distance of the proposed site from the each
communication, navigational and surveillance facility separately
and calculate the applicable heights based on the provisions as
contained in para 2 of Annexure II.
6.3 The permissible height from the above two criteria shall be the lowest
as applicable to the specific surface/individual communication,
navigational and surveillance facility.
6.4 Procedure for Air Navigation Service Operations (PAN OPS)
Criteria:
6.4.1 After having determined the permissible height based on the
Annex 14 Obstruction Limit Surface (OLS) criteria and Annex 10
Communication, Navigation and Surveillance (CNS) criteria, it
shall further be ensured that the Procedure for Air
Navigation Service Operations (PANS-OPS) Surfaces are
not infringed and the minimum altitudes of the
published/proposed segments of instrument approach
procedures are fully protected. This has also been referred to
at para 3 of this annexure.
September 2, 2013
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6.4.2 Criterion specified in Doc 8168 (PANS-OPS) for designing
instrument procedures shall not be used for creating new
structures as Doc 8168 (PANS-OPS) surfaces are not intended
to replace Annex 14 OLS as planning surfaces for creating new
structures."
6.4.3
For the obstacles located even outside the limits of Annex 14
OLS, it shall be ensured that Procedure for Air Navigation
Service Operations (PANS-OPS) Surfaces of the published
instrument approach procedures are not penetrated.
6.4.4 In order to control density of obstacles close to final approach
area which may severely constrain aircraft in-flight emergency
procedures like; one engine in-operative procedure or may
adversely affect target level of safety; following criteria shall be
applied for the proposed construction:i.
ii.
iii.
Non precision approach procedure – The entire final
approach and missed approach area of a non-precision
approach area shall be considered as primary area.
Precision approach procedure – The permissible height in
the entire basic ILS surface in approach direction shall be
governed by “X “surface criteria or OCA for G P Inoperative
procedure whichever is lower and by “z” surface criteria in
the missed approach area.
Aeronautical study shall be conducted by considering basic
ILS surfaces only while analyzing for precision approaches.
6.5 The lowest height determined based on Annex 14, Annex 10 and
Procedure for Air Navigation Service Operations (PANS OPS)
shall be the permissible height of the proposed structure for
which No Objection Certificate is to be issued.
6.6 AAI has introduced an online “No Objection Certificate Application
System (NOCAS)” accessible from the AAI website www.aai.aero for
submission of online application of NOC for height clearance. The
system not only permits the application to be submitted online but also
helps the applicant to track the status of his/her application. NOCAS
carries out calculations w.r.t., Annex 14 and Annex 10 criteria to decide
on the height clearance based on site location coordinates provided by
the applicant. It is mandatory for the applicant to provide surveyed site
coordinates in WGS 84 system and site elevation from a Govt. entity or
a Govt. approved agency. The applicants are first required to register
themselves online and only thereafter, they can submit their
applications for NOC. On registering in NOCAS, a NOCAS ID is
generated which can be used for future reference including status
check of the application. After submission of the online application, the
applicant will take the printout of the application and submit it to the
nearest airport along with the hard copies of the other essential
documents.
September 2, 2013
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6.7 A table of permissible heights from Annex 14 OLS criteria at different
distances from the runway strip of Code 3 or 4 Instrument runway at an
airport is given in Appendix F-6. The permissible heights given therein
are only indicative w.r.t. AGA criteria only; detailed calculations w.r.t.
CNS and PANS-OPS criteria are needed to arrive at the actual height
permissible, which may be lower than the indicated.
Definitions and Explanation—
Description of Annex 14 Obstacle Limitation Surface for the purpose of this
Annexure shall be as given hereunder and the diagrams in respect thereof
shall be as given in Appendix F-1 to F-5.
(a)
Conical Surface – A surface sloping upwards and outwards from the
periphery of the inner horizontal surface.
The limits of the conical surface shall comprise:
(i)
a lower edge coincident with the periphery of the inner horizontal
surface; and
(ii)
an upper edge located at a specified height above the inner
horizontal surface.
The slope of the conical shall be measured in a vertical plane perpendicular to
the periphery of the inner horizontal surface.
(b)
Inner horizontal surface – A surface located in a horizontal plane
above an aerodrome and its environs. The radius of outer limits of the inner
horizontal surface shall be measured form a reference point or points
established for such purpose.
(c)
Inner approach surface – A rectangular portion of the approach
surface immediately preceding the threshold. The limits of the inner approach
surface shall comprise:
(i)
(ii)
(iii)
an inner edge coincident with the location of the inner edge of
the approach surface but of its own specified length;
two sides originating at the ends of the inner edge and
extending parallel to the vertical plane containing the centerline
of the runway; and
an outer edge parallel to the inner edge.
(d)
Inner transitional surface- A surface similar to the transitional surface
but closer to the runway. The limits of an inner transitional surface shall
comprise:
(i)
a lower edge beginning at the end of the inner approach surface
and extending down the side of the inner approach surface to
the inner edge of that surface, from there along the strip parallel
to the runway centerline to the inner edge of the balked landing
surface and from there up the side of the balked landing surface
September 2, 2013
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to the point where the side intersects the inner horizontal
surface; and
(ii)
surface.
an upper edge located in the plane of the inner horizontal
(e)
Balked landing surface – an inclined plane located at a specified
distance after the threshold extending between the inner transitional surface.
The limits of the balked landing surface shall comprise:
(i)
an inner edge horizontal and perpendicular to the centre line of
the runway and located at a specified distance after the
threshold;
(ii)
two sides originating at the ends of the inner edge and diverging
uniformly at a specified rate from the vertical plane containing
the centre line of the runway; and
(iii)
an outer edge parallel to the inner edge and located in the plane
of the inner horizontal surface.
(f)
Take-off climb surface (Annex 14) – The surface shall be established
for a runway meant for take-off. The limits of the take-off climb surface shall
comprise:
(i)
an inner edge horizontal and perpendicular to the centre line of
the runway and located either at a specified distance beyond the
end of the runway or at the end of the clear way when such is
provided and its length exceeds the specified distance;
(ii)
two sides originating at the ends of the inner edge of and
diverging uniformity at a specified rate from the take-off to
specified final width and continuing thereafter at that width for
the remainder of the length of the take-off climb surface; and
(iii) an outer edge horizontal and perpendicular to the specified takeoff track.
(g)
Aerodrome elevation- The elevation of the highest point of the landing
area.
(h)
Aerodrome Reference Point – The designated geographical location
of an Aerodrome.
(i)
Threshold – The beginning of that portion of the runway usable for
landing.
(j)
Displaced Threshold – A threshold-not located at the extremity of a
runway.
September 2, 2013
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(k)
Frangible Object – An object of low mast designed to break, distort or
yield on impact so as to present the minimum hazard to aircraft.
(l)
Obstacle – All fixed (whether temporary or permanent) and mobile
objects, or parts thereof, that are located on an area intended for surface
movement or aircraft or that extend above a defined surface (indicated in
annexure IV) intended to protect aircraft in-flight.
(m) Obstacle Free Zone (OFZ) –The airspace above the inner approach
surface, inner transitional surfaces and balked landing surface and that
portion of the strip bounded by these surfaces, which is not penetrated by any
fixed obstacle other than low mast and frangible mounted one, required for air
navigation purposes.
(n)
Runway – a defined rectangular area on a land aerodrome prepared
for the landing and take off of the aircraft.
(o)
Runway End Safety Area (RESA) – An area symmetrical bout the
extended runway centerline and adjacent to the end of the strip primarily
intended to reduce the risk of damage to an aeroplane undershooting or
overrunning the runway.
(p)
Runway Strip- A defined area including the runway and stop-way, if
provided, intended:(i)
To reduce the risk of damage to aircraft running off a runway;
and
(ii)
operations.
To protect aircraft flying over it during take off or landing
(q)
Clearway – A defined rectangular area on the ground or water under
the control of the appropriate authority selected or prepared as a suitable area
over which an aeroplane may make a portion of its initial climb to specified
height.
(r)
Stopway – A defined rectangular area on the ground at the end of take
off run available prepared as suitable area in which an aircraft can be stopped
in case of an abandoned take-off.
(s)
Take-off Runway – a runway intended for take-off only.
(t)
Obstacle Clarence Altitude/Height (OCA/H) – The lowest altitude or
the lowest height above the elevation of the relevant runway threshold or the
aerodrome elevation as applicable used in establishing compliance with
appropriate clearance criteria.
(u)
Declared Distances:(i)Take Off Run Available (TORA) – The length of the runway
declared available and suitable for the ground run of an
aeroplane taking off.
September 2, 2013
30
(ii)Take Off Distance Available (TODA) – The length of take-off run
available plus the length of clearway, if provided.
(iii)Accelerate Stop Distance Available (ASDA) – The length of takeoff run available plus the length of stopway, if provided.
(iv) Landing Distance Available (LDA) – The length of the runway
declared available and suitable for the ground run of an
aeroplane landing.
(v)
Critical Area – Critical area is an area of defined dimensions about the
localizer and glide path antenna where vehicles including aircrafts are
excluded during Instrument Landing System (ILS) operations. The critical
area is protected because the presence of vehicles and/or aircraft inside its
boundary will cause unacceptable discrepancies to the Instrument Landing
System (ILS) signal in space.
September 2, 2013
31
ANNEXURE-IIIA
AERODROMES OPERATED BY AIRPORTS AUTHORITY INDIA AND
JOINT VENTURE COMPANIES
S.
NO
.
Airport
(1)
1
AGARTALA
2
AGATTI
3
AHMEDABAD
(SVBPI AIRPORT)
4
AIZAWL (TURIAL)
5
AKOLA
6
AMRITSAR
(RAJA SANSI)
ASANSOL
7
8
9
10
11
12
13
AURANGABAD
(CHIKAL THANA)
BALURGHAT
BARAPANI
SHILLONG
BEHALA
BELGAUM
(SAMBRA)
BENGALURU
INTERNATIONAL
AIRPORT (BIAL)
DEVANHALLI
State
(2)
Coordinates
(3)
TRIPURA
235326N
0911421E
LAKSHWADEE 104926N
P ISLANDS
0721037E
(U.T.)
GUJARAT
230416.28N
0723735.15
E
MIZORAM
234443N
0924822E
MAHARASHT
204152N
RA
0770332E
PUNJAB
314217N
0744807E
WEST
2340N
BENGAL
08701E
MAHARASHT
195152N
RA
0752351E
WEST
251547N
BENGAL
0884754E
MEGHALAYA
254212N
0915841E
WEST
223022N
BENGAL
0881748E
KARNATAKA
155131N
0743704E
KARNATAKA
131155.92N
0774219.70
E
14
BHAVNAGAR
GUJARAT
15
BHOPAL
(RAJA BHOJ
AIRPORT)
MADHYA
PRADESH
214515N
0721126E
231713N
0772013E
Aerodro
me
Elevatio
n(Mtrs.)
(4)
14.63
Runw
ay
(5)
Dimension
(In Mtrs.)
(6)
Owner
(7)
18/36
2286X45
AAI
4
04/22
1204 x 30
AAI
57.44
05/23
3505 x 45
AAI
334
01/19
1190x27
AAI
305
10/28
1219 x 45
AAI
231
16/34
3658 x 45
AAI
98
10/28
1826 x 45
AAI
582
09/27
2835 x 45
AAI
24
09/27
1097x30
AAI
887
04/22
2286 x 45
AAI
3
18/36
861 x 30
AAI
759
08/26
1830 x 45
AAI
914.68
09/27
4000x45
JV
Airport
operat
ed by
BIAL
13
07/25
1920 x 45
AAI
521.82
12/30
AAI
2744 x 45
September 2, 2013
32
S.
NO
.
Airport
(1)
16
17.
BHUBNESHWAR(BI
JU PATNAIK
AIRPORT
BILASPUR
18
State
(2)
Coordinates
(3)
Aerodro
me
Elevatio
n(Mtrs.)
(4)
42.06
ORISSA
201448N
0854907E
19
CHENNAI
TAMIL NADU
20
COCHIN
INTERNATIONAL
AIRPORT LTD
(CIAL)
KERALA
220000N
0820400E
222736N
0864237E
125941.7N
0801031.8E
100914N
0762425E
274
CHAKULIA
CHATTISGAR
H
JHARKHAND
21
TAMIL NADU
22
COIMBATORE
(PEELAMEDU)
COOCH BEHAR
23
CUDDAPAH
24
DEESA
(PALANPUR)
DEHRADUN
(JOLLYGRANT)
DELHI IGI AIRPORT
(PALAM)
25
26
27
WEST
BENGAL
ANDRA
PRADESH
GUJARAT
UTTARAKHAN
D
DELHI
ASSAM
28
DIBRUGARH
(MOHANBARI)
DIMAPUR
29
DONAKONDA
30
GONDIA
31
32
GUWAHATI (LGBI
AIRPORT)
GAYA
ANDHRA
PRADESH
MAHARASHT
RA
ASSAM
33
HUBLI
KARNATAKA
34
HYDERABAD
(BEGUMPET)
ANDRA
PRADESH
NAGALAND
BIHAR
Runw
ay
(5)
Dimension
(In Mtrs.)
(6)
Owner
(7)
14/32 2243 x 45
05/23 1379 x 45
AAI
06/24
17/35
17/35
1448 X 45
1455 X 45
2221X45
AAI
3658 X 45
2085 X 45
3400 x 45
AAI
9.14
07/25
12/30
09/27
110137N
0770230E
261946.8N
089281.6E
1431N
07847E
241604N
0721218E
301126N
0781056E
283407.42N
0770643.69
E
404
05/23
2990 x 45
AAI
42
04/22
1069 x 30
AAI
131
11/29
1098 x 18
AAI
145
06/24
1008 x 30
AAI
565
08/26
2140 x 45
AAI
236.83
10/28
09/27
11/29
3810 x 45
2813 x 45
4430 x 60
272852N
0950105E
255300N
0934616E
1550N
7930E
2131N
08020E
260618N
0913508E
244453N
0845633E
152147N
0750508E
172709N
0782750E
110
05/23
2310 x 45
AAI
Lease
d to
DIAL
AAI
148.43
12/30
2290 x 45
AAI
142
04/23
915X30
AAI
311.16
05/23
1966 x 45
AAI
49.38
02/20
3103 x 45
AAI
115.82
10/28
2286 x 45
AAI
661.72
08/26
1674 x 30
AAI
531
09/27
3103 x 45
AAI
129
15.85
September 2, 2013
AAI
JV
Airport
operat
ed by
CIAL
33
S.
NO
.
Airport
(1)
State
(2)
Coordinates
(3)
Aerodro
me
Elevatio
n(Mtrs.)
(4)
617
Runw
ay
(5)
Dimension
(In Mtrs.)
(6)
Owner
(7)
09/27
4260x60
JV
Airport
operat
ed by
HIAL
35
HYDERABAD
INTERNATIONAL
AIRPORT(HIAL)
SHAMSABAD
ANDHRA
PRADESH
171426N
0782544E
36
IMPHAL (TULIHAL)
MANIPUR
774.2
04/22
2746 x 45
AAI
37
MADHYA
PRADESH
563.88
07/25
2750 x 45
AAI
38
INDORE
DEVI AHILYABAI
HOLKAR AIRPORT
JABALPUR
244551N
0935358E
224324N
0754820E
495
06/24
1988 x 45
AAI
39
JALGAON
256
09/27
1700 x 45
AAI
40
RAJASTHAN
385
09/27
3500 x 45
AAI
41
JAIPUR
(SANGANER)
JHANSI
231100N
0800337E
205741.74N
0753728.43
E
264927N
0754809E
2529N
07834E
244
15/33
1295 x 45
42
JHARSUGUDA
ORISSA
AAI
(Under
Army)
AAI
45
KAILASHAHAR
TRIPURA
46
KAMALPUR
TRIPURA
47
KESHOD
GUJARAT
48
KANDLA
GUJARAT
49
KHANDWA
MADHYA
PRADESH
MADHYA
PRADESH
MAHARASHT
RA
UTTAR
PRADESH
215451N
228
06/24 1882x45
0840303E
43
JOGBANI
BIHAR
2618N
59
09/27 1525X152 AAI
8718E
44
JUHU (MUMBAI)*
MAHARASHT
190548N
2.74
08/26 1133 x 30
AAI
RA
0725004E
16/34 727x20
*Proposed construction in the approach path of runway 26 at Juhu shall be governed by the
recommendation of the report of the Joglekar Committee.
*Sites lying in IHS of Juhu may be considered upto IHS of Santa Cruz in accordance with report of the
study of Juhu IHS.
241828N
920033E
240754N
0914851E
211852N
701610E
230642N
0700605E
215125N
761959E
24
03/21
900X30
AAI
39
01/19
1372 x 30
AAI
51
05/23
1372 x 45
AAI
29
05/23
1524 x 30
AAI
329
10/28
890X30
AAI
September 2, 2013
34
S.
NO
.
Airport
(1)
State
(2)
Coordinates
(3)
Aero.
Elev.
(Mtrs.)
(4)
11.9
Runway
(5)
Dimension
(Mtrs.)
(6)
Owne
r
(7)
09/27
14/32
3448 x 60
2871 x 45
AAI
Airport
Leased
to
MIAL
50
MUMBAI
(CSI AIRPORT)
MAHARASHT
RA
190530N
0725158E
51
KHOWAI
TRIPURA
29
18/36
915X30
AAI
52
15/33
1372 x 30
AAI
125
10/28
1082 x 45
AAI
54
KHAJURAHO
217.4
01/19
55
KISHANGARH
HIMACHAL
PRADESH
UTTAR
PRADESH
MADHYA
PRADESH
RAJASTHAN
759.6
53
GAGGAL
(KANGRA)
KANPUR (CIVIL)
240342N
913627E
320955N
0761543E
262625N
0802153E
244912N
0795506E
2636N 07449E
480
03/21
2286 x 45
1219 x 30
AAI
56
KOTA
RAJASTHAN
273
08/26
1220 x 38
AAI
57
CALICUT
(KOZHIKODE)
KOLHAPUR
KERALA
250935N
0755056E
110817N
0755701E
163955N
0741729E
2239114N
0882648E
315237N
0770919E
244258N
0782503E
271726N
0940549E
104
10/28
2860 x 45
AAI
606.5
07/25
1372 x 45
AAI
7
01R/19L
01L/19R
AAI
1088.8
16/34
3627 x 45
2839 x 45
1052 x 30
367
10/28
1890 x 45
AAI
100
04/22
2286 x 45
AAI
264543N
0805300E
305120N
0755706E
095007N
0780518E
250040N
880750E
125743N
0745323E
260701N
0851854E
121345N
0763930E
123.14
09/27
2742 x 45
AAI
254
12/30
1463 x 30
AAI
140
09/27
2285 x 45
AAI
24
11/29
1099X30
AAI
102.6
09/27
06/24
11/29
1468 x 45
2450 x 45
1219 x 30
AAI
05/23
09/27
1348 x 45
1740x30
AAI
58
59
60
61
62
KOLKATA
(NSCBI AIRPORT)
KULLU-MANALI
(BHUNTAR)
LALITPUR
MAHARASHT
RA
WEST
BENGAL
HIMACHAL
PRADESH
MADHYA
PRADESH
ASSAM
64
NORTH
LAKHIMPUR
(LILABARI)
LUCKNOW
(AMOUSI)
LUDHIANA
65
MADURAI
TAMIL NADU
66
MALDA
67
68
MANGALORE
(BAJPE)
MUZZAFARPUR
WEST
BENGAL
KARNATAKA
69
MYSORE
63
UTTAR
PRADESH
PUNJAB
BIHAR
KARNATAKA
53
716
AAI
September 2, 2013
35
AAI
AAI
S.
NO
.
Airport
(1)
State
(2)
Coordinates
(3)
Aero.
Runway
Elevati
(5)
on(Mtr
s.)
(4)
552
14/32
Dimension
(In Mtrs.)
(6)
Owne
r
(7)
914 x 23
AAI
70
NADIRGUL
ANDRA
PRADESH
171617.8N
0783236.2E
71
NAGPUR
MAHARASHT
RA
210531N
0790254E
314.85
14/32
3200 x 45
MADHYA
PRADESH
UTTARAKHA
ND
ARUNACHAL
PRADESH
BIHAR
243915N
810546E
290156N
0792821E
2806N
9523E
253537N
0850531E
115759N
0794843E
213901N
0693931E
211052N
0814419E
170631N
0814918E
221834N
0704646E
231851N
0851916E
2658N
8450E
2608N
8945E
283500N
0771229E
424
17/35
1538X18
AAI
airpor
t
operat
ed
MIPL
AAI
233
10/28
1372 x 30
AAI
157
17/35
1006X18
AAI
51.18
07/25
1954 x 45
AAI
43
07/25
1222 x 30
AAI
7
09/27
1372 x 45
AAI
317.30
06/24
2286 x 45
AAI
45
05/23
1750 x 45
AAI
134.4
05/23
1846 x 45
AAI
654.71
13/31
2713x45
AAI
79
10/28
1097X30
AAI
40
05/23
1829X45
AAI
212
12/30
1180 x 45
AAI
300
04/22
1829 x 45
AAI
(SONEGAON) (MIHAN)
72
PANNA
73
PANTNAGAR
74
PASSIGHAT
75
PATNA
76
PONDICHERRY
77
PORBANDAR
78
RAIPUR (MANA)
79
RAJAHMUNDARY
80
RAJKOT
81
82
RANCHI
(BIRSA JHARKHAND
MUNDA AIRPORT)
RAXAUL
BIHAR
83
RUPSI
84
SAFDARJUNG
AIRPORT
SALEM
85
PONDICHERR
Y
GUJARAT
CHATTISGAR
H
ANDHRA
PRADESH
GUJARAT
ASSAM
DELHI
TAMIL NADU
114647N
0780355E
September 2, 2013
36
S.
NO
.
Airport
(1)
86
SATNA
87
88
SHIMLA
(JUBBARHATTI)
SHOLAPUR
89
SURAT
90
TIRUPATHI
91
TIRUCHIRAPALLI
(TRICHY)
THIRUVANANTHA
-PURAM
92
94
State
(2)
MADHYA
PRADESH
HIMACHAL
PRADESH
MAHARASHT
RA
GUJARAT
ANDHRA
PRADESH
TAMIL NADU
KERALA
Coordinates
(3)
243345N
0805116E
310454N
0770407E
173735N
0755606E
210647N
0724435E
133759N
0793231E
104556N
0784254E
082847N
0765511E
Aero.
Runway
Elevati
(5)
on
(Mtrs.)
(4)
319
11/29
Dimension
( Mtrs.)
(6)
Owne
r
(7)
1062X30
AAI
1540
1189 x 23
AAI
14/32
481
15/33
1365 x 45 AAI
6
04/22
2250 x 45 AAI
106.75
08/26
2286 x 45 AAI
87.78
09/27
2444 x 45 AAI
4
14/32
3398 x 45 AAI
UDAIPUR
(MAHARANA
PRATAP AIRPORT)
VADODARA
RAJASTHAN
243703N
0735340E
513.28
08/26
2281 x 45
AAI
GUJARAT
39.32
04/22
2469 x 45
AAI
U.P.
81
09/27
2745 x 45
AAI
97
VARANASI
(BABATPUR)
VELLORE
233
07/25
793 x 150
AAI
98
VIJAYAWADA
25
08/26
2286 x 45
AAI
99
WARANGAL
ANDHRA
PRADESH
ANDHRA
PRADESH
221948N
0731308E
252705N
0825131E
125424N
0790406E
163102N
0804812E
175452N
0793608E
284
09/27
1859 x 45
AAI
95
96
TAMIL NADU
September 2, 2013
37
ANNEXURE –III B
AERODROMES OPERATED by the STATE GOVERNMENTS & PRIVATE
OWNERS
Part – 1 Controlled Aerodromes
S.
Airport
No. (1)
State
(2)
Coordinates
(3)
1
MIZORAM
235016.88N
0923736.38E
2
AIZAWL
(LENGPUI
)
DIU
DURGAP
UR
PUTTAPA
RTHY
VIDYANA
GAR
MUNDRA
UNION
TERRITO
RY
WEST
BENGAL
ANDHRA
PRADESH
KARNATA
KA
GUJARAT
9
JAMSHED
PUR
BARAMAT
I
BEAS
JHARKHA
ND
MAHARAS
HTRA
PUNJAB
10
LATUR
11
NANDED
12
OSMANA
BAD
YAVATMA
L
MAHARAS
HTRA
MAHARAS
HTRA
MAHARAS
HTRA
MAHARAS
HTRA
3
4
5
6
7
8
13
Elev. (In
Mtrs.)
(4)
418
Runway
(5)
17/35
Dimension Owner
(In Mtrs.)
(7)
(6)
2500x45
SG
4.9
05/23
13/31
1826 x 45
1069x25
233727.7N
0871432.5E
140853N
0774726E
151019N
0763837E
225003N
0694552E
85
16/34
3315x45
478.23
09/27
2224x45
PVT
502
13/31
1600 x 30
PVT
5.18
05/23
1700X30
PVT
2249N
08610E
181335.84N
0743522.9E
313332N
0752000E
182437.9N
0762752.9E
191051.73N
0771921E
181643.5N
0760317.2E
202344.3N
0581226.3E
141.7
08/26
1220X45
PVT
605
11/29
2350X45
PVT
233
16/34
2552X45
PVT
651
05/23
2300X45
PVT
378
10/28
2300X45
PVT
689
04/22
1218X45
PVT
428
08/26
2100X45
PVT
204247N
0705514E
September 2, 2013
U.T.
38
ANNEXURE –III B
AERODROMES OPERATED by the STATE GOVERNMENTS & PRIVATE
OWNERS
Part –2 Uncontrolled Aerodromes/ Airstrips
S.
No.
Airport
(1)
State
(2)
1
ABU ROAD
RAJASTHA
N
U.P.
2
3
4
5
6
7
8
9
10
11
12
13.
14
15
16
17
18
19
Coordinat
es
(3)
2423N
07243E
AKBARPUR
2627N
08234E
ALIGARH
U.P.
2753N
07817E
WEST
2635N
AMBARI
BENGAL
08832E
M.P.
AMBIKAPUR
2259N
(DARIMA)
08312E
AMLA
M.P.
2156N
07807E
AMMASAND KARNATAK
1315N
RA
A
07645E
AMRAVATI
MAHARAS
2043N
HTRA
07749E
ALERU
ANDHRA
1735N
PRADESH
07901E
ALWAR
RAJASTHA 273436N
N
0763740E
AMRELI
GUJARAT
2137N
07113E
ARRAH
BIHAR
2534N
08439E
BALDOTA
KARNATAK 152137N
KOPPAL
A
0761253E
BANASTHALI RAJASTHA
2642N
N
07552E
BANGALORE KARNATAK
1301N
(IIS)
A
07734E
BANSWARA RAJASTHA
2336N
(TILWARA)
N
07420E
BASANT
ANDHRA
1842N
NAGAR
PRADESH
07924E
BETUL
M.P.
2212N
07808E
BHAGALPUR BIHAR
2515N
Elev.
(In
Mtrs.)
(4)
255
Runway
(5)
Dimension
(In Mtrs.)
(6)
Owner
(7)
09/27
1219 x 23
S.G.
101
11/29
1829 x 45
S.G.
NA
11/29
1097 x 23
S.G.
107
18/36
1219 x 24
PVT.
579
16/34
1372 x 15
S.G.
746
08/26
1067 x 30
S.G.
810
09/27
1143 x 30
PVT.
341
08/26
1372 x 30
S.G.
387
1829 x 60
1920 x 183
640 x 45
S.G.
266
09/27
12/30
N/S
137
53
13/31
L/A
914 x 45
594 x 137
S.G.
S.G.
522
10/28
1600x45
PVT.
308
09/27
1357 x 60
PVT.
933
09/27
655 x 30
PVT.
180
10/28
1250 x 15
S.G.
204
09/27
1529 x 45
PVT.
549
08/26
914 x 45
S.G.
45
09/27
1067 x 30
S.G.
September 2, 2013
S.G.
39
08701E
S.
No.
Airport
(1)
State
(2)
20
BHATPARA
21
BHILAI
22
BHIWANI
WEST
BENGAL
CHATTISG
ARH
HARYANA
23
24
25
26
27
B.H.U.
FLYING
CLUB
BIRLAGRAM
(NAGDA)
BIRPUR
U.P.
BOGRAJEN
G
BOKARO
ASSAM
M.P.
BIHAR
31
JHARKHAN
D
BORENGAJU ASSAM
LI
BURHAR
M.P.
(SHAHDOL)
BURNPUR
WEST
BENGAL
BARBIL
ORISSA
32
BARIPADA
33
BEGUSARAI
BIHAR
34
BEHRAMPU
R
BHABUA
WEST
BENGAL
BIHAR
28
29
30
35
36
ORISSA
39
BHARATPUR RAJASTHA
N
BHAWI
RAJASTHA
N
BIHAR
BIHAR
SHARIFF
BIRASAL
ORISSA
40
BUNDI
37
38
41
BUXUR
RAJASTHA
N
BIHAR
Coordinat
es
(3)
Elev.
(In
Mtrs.)
(4)
159
Runway
(5)
Dimension
(In Mtrs.)
(6)
Owner
(7)
18/36
1140 x 76
PVT
302
05/23
1524 x 30
PVT.
217
12/30
1088 x 23
S.G.
NA
NA
08/26
695 x 45
BHU
2327N
07525E
2632N
08701E
2633N
09338E
233826N
0860949E
2645N
09149E
2314N
08131E
2339N
08658E
2207N
08524E
2157N
08650E
2525N
08605E
2405N
08815E
2503N
08337E
2712N
07733E
2613N
07340E
2512N
08529E
2059N
08541E
2524N
07540E
469
05/23
1463 x 30
PVT.
74
09/27
1097 x 90
S.G.
67
E/W
1280 X 90
PVT.
216
13/31
1400 x 45
PVT.
122
02/20
1020 X 90
PVT.
457
13/31
1220 x 30
PVT.
94
E/W
914 x 90
PVT.
304
18/36
914 x 45
S.G.
76
02/20
732 x 79
PVT.
41
09/27
762 x 90
S.G.
15
02/20
503 x 135
S.G.
81
09/27
594 x 91
S.G.
177
09/27
822 x 137
S.G.
271
2012 x 183
1564 x 18
594 x 91
S.G.
58
06/24
12/30
09/27
79
09/27
914 x 45
S.G.
310
81
732 x 37
1097 x 55
594 x 9
S.G.
2537N
N/S
E/W
NA
2640N
08827E
2118N
08123E
2850N
07611E
September 2, 2013
S.G.
S.G.
40
08387E
S.
No.
Airport
(1)
State
(2)
42
CHANDRAPU
R
CHHAND BET
MAHARASH
TRA
GUJARAT
44
CHHINDWAR
A
M.P.
45
CHILLARI
KERALA
46
UTTARAKH
AND
ORISSA
48
CHINYALI
SAUR
CUTTACK
(CHARBATIA)
CHAIBASA
49
CHETINAD
50
CHHAPRA
JHARKHAN
D
TAMIL
NADU
BIHAR
51
DALTONGANJ
BIHAR
52
DAMOH
M.P.
53
DEOGHAR
54
DHANBAD
55
56
DOOMUR
DULLANG
DURG
JHARKHAN
D
JHARKHAN
D
ASSAM
57
DABLAN
PUNJAB
58
DEHRI
BIHAR
59
DHANA
M.P.
60
DHOLPUR
RAJASTHAN
61
DHULIA
MAHARASH
TRA
62
DRANGADHA
RA
GUJARAT
63
DUMKA
JHARKHAN
D
43
47
CHATTISGA
RH
Coordinate
s
(3)
1958N
07912E
2412N
07002E
Elev.
(In
Mtrs.)
(4)
244
Runway
(5)
Dimension
(In Mtrs.)
(6)
Owner
(7)
08/26
1000 X 30
S.G.
NA
E/W
1097 X 45
S.G.
660
11/29
1259 X 30
S.G.
1107N
07553E
303508N
0781854E
2033N
08554E
2231N
08551E
1010N
07848E
2547N
08446E
2400N
08406E
2402N
07925E
2427N
08647E
2350N
08626E
2707N
09454E
2118N
08123E
770
10/28
1045 x 15
PVT.
854
16/34
1000 x 23
S.G.
41
04/22
03/31
E/W
2286 x 45
1465 x 45
732 x 182
ARC
1829 x 45
1463 x 45
914 x 45
S.G.
53
06/24
14/32
L/A
335
09/27
914 X 45
S.G.
348
06/24
1509 X 76
PVT.
110
L/A
731 X 45
SG
260
09/27
1128 X 23
SG
67
05/23
1097 x 90
PVT.
297
05/23
1219 x 30
C.G.
3015N
07625E
2455N
08408E
2345073N
7851423E
253
05/23
1219 x 49
PVT.
79
L/A
914 x 91
S.G.
529
18/36
823 x 41
S.G.
2643N
07756E
2055N
07444E
2257N
07127E
2414N
08715E
177
731 x 45
914 x 45
1828 X 45
1372 x 30
640 x 319
1143 x 319
640 x 90
S.G.
2200N
07855E
152
107
289
59
137
E/W N/S
05/23
09/27
NE/SW
L/A
09/27
September 2, 2013
S.G.
S.G.
S.G.
S.G.
S.G.
41
64
DWARA
65
ETAWAH
MEGHALA
YA
U.P.
66
FAIZABAD
U.P.
S.
No.
Airport
(1)
State
(2)
67
U.P.
69
FURSATGAN
J
FALNA
ROAD (PALI)
FARIDKOT
70
GAUCHER
71
GHAZIPUR
UTTARAKH
AND
U.P.
72
GRASSMOR
E
GUNA
WEST
BENGAL
M.P.
RAJASTHA
N
M.P.
77
GADRA
ROAD
GANDHISAG
AR
GINIGERA
(HOSPET)
GONAPUR
78
GOPALPUR
ORISSA
79
GUDARI
80
81
GULBARGA
(GLIDEROM
E)
HAMIRGARH
82
HARDWAR
83
HADAPSAR
(GLIDEROM
E)
68
73
74
75
76
84
85
HOSUR
HIRAKUND
RAJASTHA
N
PUNJAB
KARNATAK
A
ORISSA
ORISSA
KARNATAK
A
2510N
09130E
2656N
07904E
2645N
08210E
Coordinat
es
(3)
2615N
08123E
2514N
07314E
3011N
07444E
301729N
790850E
2537N
08334E
2652N
08856E
2439N
07721E
2542N
07033E
2442N
07533E
1522N
07617E
1913N
08348E
1918N
08455E
2025N
08416E
1719N
07648E
15
L/A
850 x 55
S.G.
NA
15/33
1704 x 23
S.G.
314
11/29
05/23
Runway
(5)
1815 x 45
1429 x 45
Dimension
(In Mtrs.)
(6)
S.G.
09/27
1722 x 45
IGRUA
L/A
1097 x 91
S.G.
S.G.
Elev.
(In
Mtrs.)
(4)
108
290
202
Owner
(7)
740
12/30
1006 x 45
1079 x
180
1200 x 23
68.5
07/25
1807 x 45
S.G.
168
07/25
1154 x 73
PVT.
494
14/32
914 x 23
S.G.
152
L/A
457 x 152
S.G.
449
NA
S.G.
457
09/27
914 x 16
1097 x 137
1097 x 135
NA
E/W
1892 x 45
S.G.
30
05/23
927 x 61
S.G.
529
11/29
1067 x 45
S.G.
433
NA
1128 x 152
SG
419
18/36
1274 x 30
S.G.
N.A.
10/28
914 x 23
S.G.
579
E/W
1052 x 121
09/27
N/S
S.G.
S.G.
RAJASTHA
N
UTTARAKH
AND
MAHARAS
HTRA
2508N
07437E
N.A.
KARNATAK
A
ORISSA
1241N
07736E
930
09/27
1219x30
PVT.
2135N
208
15/33
1097 x 45
S.G.
1829N
07357E
September 2, 2013
S.G
42
08400E
HARYANA
86
HISSAR
87
HASSAN
KARNATAK
A
S.
No.
Airport
(1)
State
(2)
88
BIHAR
89
HAZARIBAG
H
ISARDA
90
JAGDALPUR
91
JAKUR
92
93
JASHPURNA
GAR
JAWALAPUR
94
JAYPORE
ORISSA
95
M.P.
96
JHABUA
(RANPET)
JHINGURA
97
JHUNJHUNU
98
JATH
99
JAWAI
100
JEHANABAD
RAJASTHA
N
MAHARAS
THRA
RAJASTHA
N
BIHAR
101
102
JHALAWAR
(BRIJNAGAR
)
KADAMBINI
103
KANHA
104
105
KANPUR
(KALYANPU
R)
KARAD
106
KARGIL
RAJASTHA
N
M.P.
KARNATAK
A
M.P.
PUNJAB
U.P.
RAJASTHA
N
WEST
BENGAL
M.P.
U.P.
MAHARAS
HTRA
J&K
2911N
07546E
130057N
0761022E
Coordinat
es
(3)
2402N
08523E
2609N
07603E
1904N
08202E
1305N
07736E
2255N
08412E
3009N
07626E
1853N
08233E
2247N
07432E
2508N
08239E
2807N
07523E
1704N
07512E
2506N
07309E
2513N
08500E
2432N
07612E
2632N
08915E
2213N
08044E
2633N
08014E
1717N
07409E
343133N
0760924E
214
12/30
1219 x 45
S.G.
986
09/27
1200 x 45
SG
Elev.
(In
Mtrs.)
(4)
396
Runway
(5)
Dimension
(In Mtrs.)
(6)
Owner
(7)
L/A
732 x 91
SG
253
E/W
640 x 45
SG
547
06/24
1125 x 30
S.G.
921
08/26
1257 x 30
S.G.
457
09/27
1067 x 23
S.G.
244
N/S
365 x 18
PVT.
595
16/34
916 x 30
S.G.
335
09/27
914 x 30
S.G.
91
09/27
1220 x 45
S.G.
335
10/28
1014 x 15
S.G.
683
N/S
373 x 45
SG
181
NE/SW
732 x 121
SG
69
L/A
457 x 91
310
E/W
992 x 45
SG
66
18/36
1097 x 90
PVT.
861
18/36
1609 x 90
S.G.
131
09/27
884 x 23
PVT.
576
09/27
1280 x 30
S.G.
2920
02/20
1829 x 30
SG
September 2, 2013
SG
43
107
KARNAL
HARYANA
108
KASIA
109
KAYATTAR
S.
No.
Airport
(1)
110
KOHINOOR
111
KOKRAJHAR
WEST
BENGAL
ASSAM
112
KOLAPNI
ASSAM
113
KUDAL
114
KURSELA
MAHARAS
HTRA
BIHAR
115
KATIHAR
BIHAR
116
KAWALPUR
117
KEONJHAR
MAHARAS
THRA
ORISSA
118
KHANDPARA ORISSA
119
KHANDWA
120
KHARGONE
121
KHAVADA
122
123
KISHANGAN
J
KONARAK
124
LAKHIPUR
125
126
LONAVALA
AMBY
VALLEY)
LALGARH
127
LALPUR
RAJASTHA
N
M.P.
128
LIMBDI
GUJARAT
129
MACKEBPU
ASSAM
U.P.
TAMIL
NADU
State
(2)
MADHYA
PRADESH
WEST
BENGAL
GUJARAT
BIHAR
ORISSA
ASSAM
MAHARAS
HTRA
2942N
07702E
2647N
08353E
0857N
07749E
Coordinat
es
(3)
2634N
08938E
2627N
09017E
2648N
09313E
1600N
07340E
2528N
08716E
2531N
8734E
1655N
07437E
2140N
08534E
2017N
08513E
215125N
761959E
2148N
07533E
2351N
06946E
2605N
8756E
1952N
08606E
2604N
09109E
183634N
732242E
2952N
07359E
2315N
08130E
2234N
07148E
2651N
246
13/31
1170 x 30
S.G.
76
11/29
1722 x 23
S.G.
91
09/27
06/24
Runway
(5)
1463 x 45
1829 x 30
Dimension
(In Mtrs.)
(6)
S.G.
Elev.
(In
Mtrs.)
(4)
61
Owner
(7)
N/S
1341 x 120
PVT.
46
08/26
1128 x 90
PVT.
90
04/22
914 x 90
PVT.
95
09/27
488 x 30
PVT.
30
11/29
594 x 90
PVT.
30
NA
457 x 91
S.G.
564
732 x 183
914 x 91
914 x 152
S.G.
457
18/36
14/32
18/36
61
N/S
617 x 73
S.G.
329
10/28
890X30
S.G.
269
09/27
1119 x 30
S.G.
180
09/27
365 x 24
S.G.
148
09/27
1006 x 90
S.G.
6
NW/SE
548 x 152
S.G.
30
04/22
790 x 30
PVT.
689
14/32
1199 x 30
PVT.
176
L/A
1005 x 174
S.G.
579
NA
1371 x 91
S.G.
73
67
L/A
14/32
777 x 822
1005 x 91
S.G.
PVT.
September 2, 2013
S.G.
44
130
R
MEERUT
131
MISA
132
GUJARAT
134
MITHAPUR
(DWARKA)
MUIRPUR
(KORBA)
MADHUBANI
135
MALAPURA
136
MALDA
137
MANTALAI
RAJASTHA
N
WEST
BENGAL
J&K
138
MATHANIA
139
140
MERTA
ROAD
MEHSANA
RAJASTHA
N
RAJASTHA
N
GUJARAT
141
MORVI
GUJARAT
142
MOTIHARI
BIHAR
143
MUNGER
BIHAR
144
NAGAUR
145
NAGDA
RAJASTHA
N
M.P.
146
NAINI –
SAINI
133
U.P.
ASSAM
U.P.
BIHAR
UTTARAKH
AND
HARYANA
147
NARNAUL
148
NEEMUCH
M.P.
149
NEW LANDS
150
151
NEW TELI
PARA
NEYVELI
152
NABHA
WEST
BENGAL
WEST
BENGAL
TAMIL
NADU
PUNJAB
153
NAGARJUNA ANDHRA
SAGAR
PRADESH
NALGONDA
ANDHRA
154
09446E
2854N
07741E
2628N
09256E
222440N
685934E
2408N
08305E
2619N
08604E
2618N
07523E
250040N
0880750E
3259N
07525E
2626N
07300E
2633N
07355E
233612N
0722230E
2245N
07050E
2637N
08454E
2520N
08629E
2712N
07343E
2327N
07524E
2940N
08013E
2805N
07612E
2425N
07452E
2639N
08948E
2644N
08902E
1137N
07932E
3026N
07613E
1632N
07919E
1718N
NA
11/29
1829 x 23
S.G.
67
18/36
1143 x 45
PVT.
3.6
1372 x 45
914 x 45
823 x 60
PVT.
405
05/23
18/36
09/27
47
18/36
914 x 45
S.G.
323
L/A
594 x 457
S.G.
24
11/29
1099 x 30
3389
15/33
488 x 30
PVT.
251
05/23
1737 x 45
S.G.
323
L/A
1097 x 45
S.G.
85
05/23
914 x 45
S.G.
53
02/20
671 x 45
S.G.
70
09/27
594 x 91
S.G.
41
L/A
732 x 91
S.G.
281
05/23
1170 x 30
S.G.
366
13/31
1463 x 30
PVT.
1463
14/32
1330 x 20
S.G.
295
09/27
914 x 23
S.G.
496
14/32
1076 x 30
CRPF
122
11/29
1076 x 90
PVT.
106
09/27
914 x 116
PVT.
53
05/23
914 x 30
PVT.
252
16/34
457 x 457
S.G.
259
NA
1654 x 30
S.G.
259
NA
762 x 60
S.G.
September 2, 2013
PVT.
AAI
45
PRADESH
155
NANAK SAR
PUNJAB
156
NARIA
BIHAR
S.
No.
Airport
(1)
State
(2)
157
NAWAPARA
ORISSA
158
NOWGONG
M.P.
159
ONDAL
160
PACHMARHI
WEST
BENGAL
M.P.
161
PANGA
162
PANNERI
WEST
BENGAL
ASSAM
163
PATIALA
PUNJAB
164
PILANI
165
PINJORE
RAJASTHA
N
HARYANA
166
PIRTHIGANJ
U.P.
167
UTTARAKH
AND
WEST
BENGAL
169
PITHORAGA
RH
PRASADPUR
(GANGA
SAGAR)
PADAMPUR
170
PARSOLI
171
PHALTAN
172
PURNIA
173
RAIGARH
(SARIYA)
RAIPUR
(BAIKUNTH)
RAJHARA
(DHALLI)
RATNAGIRI
168
174
175
176
ORISSA
GUJARAT
MAHARAS
THRA
BIHAR
CHATTISG
ARH
CHATTISG
ARH
M.P.
MAHARAS
HTRA
07918E
3036N
07511E
2554N
08634E
Coordinat
es
(3)
2052N
08230E
2545N
07927E
2336N
08713E
2227N
07824E
2628N
08383E
2643N
09154E
3019N
07622E
2819N
07539E
3053N
07652E
2552N
08201E
2940N
08013E
2139N
08836E
2102N
08303E
2101N
07251E
1759N
07425E
2549N
08723E
2150N
08322E
2131N
08145E
2032N
08105E
1701N
07320E
232
18/36
1420 x 61
S.G.
40
L/A
457 x 91
S.G.
Elev.
(In
Mtrs.)
(4)
322
Runway
(5)
Dimension
(In Mtrs.)
(6)
Owner
(7)
05/23
1002 x 18
S.G.
229
04/22
994 x 15
S.G.
82
1829 x 45
1463 x 45
1200 x 61
S.G.
1086
14/32
04/22
04/22
84
07/25
1144 x 90
PVT.
91
18/36
1060 x 90
PVT.
250
15/33
1097 x 45
S.G.
335
05/23
914 x 45
PVT.
500
16/34
914 x 45
S.G.
94
12/30
1829 x 45
S.G.
1463
14/32
1300 x 23
S.G.
2
02/20
1127 x 90
PVT.
198
18/36
914 x 54
S.G.
9
05/23
914 x 45
S.G.
567
L/A
853 x 30
S.G.
39
10/28
871 x 41
S.G.
335
12/30
1219 x 15
S.G.
307
06/24
1353 x 24
PVT.
361
05/23
914 x 45
PVT.
89
05/23
1097 x 30
S.G.
September 2, 2013
S.G.
46
177
REWA
M.P.
178
ROURKELA
ORISSA
S.
No.
Airport
(1)
State
(2)
Coordinat
es
(3)
179
RADHANPU
R
RAICHUR
GUJARAT
2354N
07136E
1616N
07722E
2217N
08607E
2317N
07740E
2209N
07829E
1918N
08455E
2301N
07522E
2205N
07805E
2642N
08335E
243345N
0805116E
2650N
08834E
1718N
07718E
1706N
07700E
2314N
08130E
2524N
07740E
2730N
08701E
2424N
08149E
2342N
08732E
24 53 32N
72 51 0.9E
2401N
07520E
180
181
182
183
184
RAIRANGPU
R
RAISEN
(CHIKLOD)
RAKHIKOL
KARNATAK
A
ORISSA
M.P.
M.P.
ORISSA
185
RANGEILUN
DA
RATLAM
186
SARANI
M.P.
187
SARDARNA
GAR
U.P.
188
M.P.
189
SAUGAON
190
SEDAM
191
SHAHBAD
192
SHAHDOL
MADHYA
PRADESH
WEST
BENGAL
KARNATAK
A
KARNATAK
A
M.P.
193
SHIVPURI
M.P.
194
SHRAVASTI
U.P.
195
SIDHI
M.P.
196
SINDRI
197
SIROHI
198
SITAMANU
WEST
BENGAL
RAJASTHA
N
M.P.
SATNA
2430N
08113E
2216N
08449E
323
06/24
1189 x 30
S.G.
210
09/27
1615 x 30
PVT.
(SAIL)
Elev.
(In
Mtrs.)
(4)
39
Runway
(5)
Dimension
(In Mtrs.)
(6)
Owner
(7)
L/A
610 x 30
S.G.
375
05/23
1372 x 45
S.G.
290
18/36
1219 x 30
529
18/36
762 x 30
S.G.
PVT.
762
L/A
1036 x 45
S.G.
30
05/23
927 x 152
S.G.
493
09/27
1158 x 23
S.G.
304
NA
1158 x 15
S.G.
79
11/29
823 x 37
PVT.
319
11/29
1062X30
S.G.
140
05/23
1097 x 120
PVT.
427
05/23
488 x 30
PVT.
396
05/23
1097 x 27
PVT.
480
14/32
1224 x 15
S.G.
396
09/27
913 x 23
BSF
NA
12/30
1829 x 23
S.G.
366
09/27
1005 x 15
S.G.
180
12/30
820 x 30
PVT.
297.5
13/31
1830 x 18
S.G.
479
L/A
823 x 45
S.G.
September 2, 2013
47
199
U.P.
200
SULTANPUR
(AMHAI)
SAHARSA
S.
No.
Airport
(1)
State
(2)
Coordinat
es
(3)
201
SARANGAR
H
SARLAKE
M.P.
204
SAWAI
MADHOPUR
SHAHPUR
205
SHELLA
RAJASTHA
N
RAJASTHA
N
ASSAM
206
SHEO
207
TEKANPUR
2103N
088076E
1951N
08554E
2602N
07622E
2536N
07453E
2510N
09138E
2611N
07115E
2600N
07816E
208
TEZU
209
TURA
210
THERUBOLI
202
203
BIHAR
ORISSA
RAJASTHA
N
M.P.
ARUNCHA
L
PRADESH
MEGHALA
YA
ORISSA
212
TILDA
(KOHAKA)
TUSHRA
CHATTISG
ARH
ORISSA
213
UJJAIN
M.P.
214
UTKELA
ORISSA
215
216
UTTARKASH
I
WALUJ
217
WADHWAN
UTTARAK
HAND
MAHARAS
HTRA
GUJARAT
218
WANKANER
GUJARAT
219
YADGIRI
KARNATA
KA
211
2615N
08202E
2553N
08635E
275625N
0980827E
2539N
09020E
1915N
08326E
2123N
08149E
2028N
08325E
2306N
07553E
2006N
08311E
7819N
08035E
1949N
07513E
2240N
07140E
2238N
07057E
1642N
07707E
91
11/29
1829 x 45
S.G.
45
09/27
914 x 45
S.G.
Elev.
(In
Mtrs.)
(4)
229
Runway
(5)
Dimension
(In Mtrs.)
(6)
Owner
(7)
13/31
1494 x 23
S.G.
37
18/36
549 x 98
S.G.
266
18/36
914 x 45
S.G.
374
04/22
1097 x 45
S.G.
24
18/36
915 x 18
230
05/23
549 x 91
S.G.
213
08/26
1310 x 45
BSF
220
04/22
1372 x 30
SG
534
16/34
1005 x 30
SG
242
15/33
1214 x 61
PVT.
274
06/24
1957 x 45
S.G.
168
06/24
1214 x 45
S.G.
543
06/24
1219 x 22
S.G.
229
04/22
914 x 45
S.G.
853
16/34
NA
S.G.
517
18/36
1150 x 30
PVT.
70
09/27
1005 x 640
S.G.
83
14/32
792 x 274
S.G.
375
03/21
640 x 45
PVT.
September 2, 2013
S.G
48
220
YINGHIONG
221
ZIRO
Arunchal
Pradesh
Arunchal
Pradesh
2838N
09501E
2735N
09346E
500
NA
975 x 18
S.G.
1524
18/36
1219 x 30
SG
ANNEXURE III C
PART-1 DEFENCE AERODROME
S. Airport
No (1)
.
State
(2)
Coordinates Elev.
(3)
(In
Mtrs.)
(4)
Runway
(5)
Dimensio
n (In
Mtrs.)
(6)
Owner
(7)
1
ADAMPUR
PUNJAB
247
13/31
2746X45
IAF
2
AGRA
167.7
05/23
2744X45
IAF
3
ALLAHABA
D
AMBALA
UTTAR
PRADESH
UTTAR
PRADESH
HARYANA
312616N
754526E
270932N
775730E
252626N
814409E
302219N
764850E
130358.73N
0794059.98E
335239N
745836E
264108N
0881948E
265914N
805336E
282519N
792705E
224656N
882146E
125703N
0773957E
301611N
744523E
97.2
12/30
2477X45
IAF
275
12/30
2815.7X46
IAF
85
06/24
4095X46
1647
12/30
3200X45
INDIAN
NAVY
IAF
126
18/36
2744 x 45
IAF
124
09/27
27413X46
IAF
173
11/29
2743X46
IAF
06
02/20
1866X45
IAF
888
09/27
3306 x 45
HAL
203
13/31
2605X46
IAF
78
05/23
2515 x 45
IAF
664
08/26
2700X45
IAF
54
10/28
2210X46
IAF
1
05/23
1050X30
INDIAN
NAVY
10.8
02/20
2713X46
IAF
4
5
6
7
8
9
10
11
12
13
ARRAKONA
M
AWANTIPU
R
BAGDOGRA
(SILIGURI)
BAKSHI-KATALAB
BAREILLY
BARRACKP
ORE
BENGALUR
U (HAL)
BHATINDA
14
BHUJ
(RUDRAMA
TA)
BIDAR
15
BIHTA
16
17
CAMPBELL
BAY
CAR
NICOBAR
TAMIL
NADU
JAMMU&KA
SHMIR
WEST
BENGAL
UTTAR
PRADESH
UTTAR
PRADESH
WEST
BENGAL
KARNATAK
A
PUNJAB
GUJARAT
KARNATAK
A
BIHAR
ANDAMAN
&
NICOBAR
ISLANDS
ANDAMAN
ISLAND
231713N
0694015E
175429N
772900E
253524N
845306E
070046.75N
0935524.50E
090915N
924913E
September 2, 2013
49
S. Airport
No (1)
.
State
(2)
Coordinates Elev.
(3)
(In
Mtrs.)
(4)
Runway
(5)
Dimensio
n (In
Mtrs.)
(6)
Owner
(7)
18
CHABUA
ASSAM
110
05/23
2746X46
IAF
19
UNION
TERRITORY
ORRISA
314
11/29
2744 x 45
IAF
20
CHANDIGA
RH
CHARBATIA
41
DAMAN
U.T
22
BIHAR
47
2286X45
1465X45
1801x45
1001x25
2743X46
23
DARBHANG
A
DEESA
04/22
03/31
03/21
10/28
10/28
ARC
21
148
06/24
856
IAF
24
DUNDIGAL
613
10/28
2513X46
IAF
25
46
08/26
3430 x 45
NAVY
78
11/29
2744 x 45
IAF
27
GOA
(DABOLIM)
GORAKHPU
R
GWALIOR
ANDHRA
PRADESH
GOA
188
06/24
2744 x 45
IAF
28
HAKIMPET
613
09/27
2110X46
IAF
29
HALWARA
239
13/31
2743X46
IAF
30
HASIMARA
109
11/29
2744X46
IAF
31
HINDON
214
09/27
2743X46
IAF
32
JAISALMER
WEST
BENGAL
UTTAR
PRADESH
RAJASTHAN
236
04/22
2744 x 45
IAF
33
JAMMU
J&K
291
18/36
2042 x 45
IAF/CE
34
JAMNAGAR
GUJARAT
15
06/24
2514X46
IAF
35
JODHPUR
RAJASTHAN
217
05/23
2743 x 45
IAF
36
JORHAT
ASSAM
91
04/22
2652 x 45
IAF
37
17/35
2742X46
IAF
124
09/27
2744 x 45
IAF
3
40
KOCHI
WEST
BENGAL
UTTAR
PRADESH
KARNATAK
A
KERALA
61
39
KALAIKUND
A
KANPUR
(CHAKERI)
KARWAR
41
LEH
J&K
272742N
950714E
3040N
07647E
2033N
08554E
202559.18N
0725035.22E
261137N
856503E
261604N
721218E
173740N
782411E
152247.41N
0734940.05E
264429N
0832709E
261730N
0781341E
173308N
783133E
304457N
753751E
264150N
892217E
284223N
772138E
2653N
07052E
234132N
0745024E
222755N
700337E
26125N
0730308E
2644N
09411E
222012N
871307E
2624N
08025E
144139.19N
0741717.00E
095638.25N
0761623.89E
3408N
07733E
15/33
04/22
17/35
13/31
07/25
2000X45
1000X30
1830X46
1416X46
2922 x 45
INDIAN
NAVY
INDIAN
NAVY
IAF
26
38
GUJARAT
UTTAR
PRADESH
MADHYA
PRADESH
ANDHRA
PRADESH
PUNJAB
10.4
2
3256
September 2, 2013
I.C.G
IAF
50
S. Airport
No (1)
.
State
(2)
Coordinates Elev.
(3)
(In
Mtrs.)
(4)
Runway
(5)
Dimensio
n (In
Mtrs.)
(6)
Owner
(7)
42
MUMBAI
MAHARASH
TRA
185449.0N
0742494.4E
3
RAJASTHAN
42
06/24
2743X46
IAF
45
NDA
610
09/27
900X15
NDA
46
598
09/27
3000 x 45
IAF
312
01/19
2744 x 45
IAF
48
OZAR
(NASIK)
PATHANKO
T
PANAGARH
MAHARASH
TRA
MAHARASH
TRA
PUNJAB
73
05/33
2544X46
IAF
49
PHALODI
244
02/23
3050
IAF
50
PORT BLAIR
(VEER
SAVARKAR
AIRPORT)
PUNE
(LOHEGAO
N)
PURNEA
280418N
731225E
231321N
665328E
0734700E
182700E
2007N
07355E
321402N
0753802E
232824N
672546E
270618N
721257E
1138549N
0924406E
215
44
NAL(BIKAN
ER)
NALIYA
Heliport
For
Military
2746X45
INDIAN
NAVY
43
Approach
in045 Deg.
Direction
05/23
5
04/22
3414 x 45
INDIAN
NAVY
10/28
2535 x 45
09/27
2743X46
01/19
3017X30
05/23
1800
09/27
2744X46
3
18/36
1000X30
103
06/24
1785 x 45 IAF
??
199
05/23
2743X46
IAF
1656.5
13/31
3658 x 45
IAF
361
05/23
2520X46
IAF
173
05/23
2743X46
IAF
47
51
52
53
54
55
56
57
58
RAMNAD
RATNAGIRI
SARSAWA
(SAHARANP
UR)
SHIBPUR
SILCHAR
(KHUMBIGR
AM)
SIRSA
GUJARAT
WEST
BENGAL
RAJASTHAN
ANDAMAN
ISLAND
MAHARASH
TRA
BIHAR
TAMIL
NADU
MAHARASH
TRA
UTTAR
PRADESH
183458N
0735513E
254543N
872442E
091910.30N
0785823.40E
170048N
0731944E
295942N
772532E
ANDAMAN
&
NICOBAR
ISLANDS
ASSAM
131408.70N
0930259.00E
PUNJAB
293335N
750027E
3359N
07447E
110047N
770945E
292317N
735415E
59
SRINAGAR
J&K
60
SULUR
61
SURATGAR
H
TAMILNAD
U
RAJASTHAN
245448N
0925851E
592
37
4
92.8
271
September 2, 2013
IAF
IAF
IAF
INDIAN
NAVY
I.C.G
IAF
INDIAN
NAVY
51
S. Airport
No (1)
.
State
(2)
Coordinates Elev.
(3)
(In
Mtrs.)
(4)
Runway
(5)
Dimensio
n (In
Mtrs.)
(6)
Owner
(7)
62
TAMBARAM
TEZPUR
05/23
12/30
05/23
1514X46
1815X46
2744 x 45
64
THANJAVU
R
THOISE
125419N
800719E
2643N
09247E
104311N
790610E
343914N
772237E
325411N
750920E
254841N
712859E
130806N
773636E
174316N
0831329E
IAF
63
TAMIL
NADU
ASSAM
07/25
14/32
1833X45
1465
IAF
11/29
3050X46
18/36
2754X46
02/20
2743X46
09/27
2440X45
05/23
10/28
1829 x 45 NAVY
3048 x 45
65
66
UDHAMPU
R
UTTARLAI
67
68
YELAHANK
A
VISHAKAPA
TNAM
69
TAMIL
NADU
JAMMU&KA
SHMIR
JAMMU&KA
SHMIR
RAJASTHAN
KARNATAK
A
ANDHRA
PRADESH
27
70
76
3065
634
154
928.6
3
IAF
IAF
IAF
IAF
IAF
Part-2 HELIPAD DIRECTORY (INDIAN AIR FORCE)
S.
NO
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
HELIPAD NAME
AFTC
AMLA
AMLA
AVADI
BANGALORE(IAF
CHIMNI)
BARNALA
BASE CAMP
BELLARY
BIJAPUR SAINIK
SCHOOL
CTI
DEHRADUN(CLEMENT
TOWN)
DEVLALI
DINJAN
DISA
DWARKA
GANDHIDHAM
GURGAON
JALAHALLI
KASAULI
KHAMBALIA
LAT
(N)
130122
215631
21564230
130584
130405
LONG
(E)
773354
780554
078059383
800450
772933
ELEV(M)
ORIENTATION
920
2446
740
50
900
130/310
08/26
110/290
110/290
09/27
302526.50
3511
1509008
1652
753507.50
7713
7652009
7540
230
3520
450
750
N-S
320/140
090/270
NA
130320
3015
773230
7800
919
457
110/160
030/210
1905051
273214
241834.2
221515.9
230512.5
282940.20
1303
3052.725
221445.8
0734815
0951622
0715954.9
0685741.6
0707016.8
0770319.20
7130
7658.503
0693951.5
59
120
150
15
30
216
920
1829
15
300/275
03/21
09/27
04/22
08/26
09/27
NA
125/305
09/27
September 2, 2013
52
S.
NO
21.
22.
LAT
(N)
2352.20
122936
LONG
(E)
06944.15
75565277
ELEV(M)
ORIENTATION
30
840
12/30
NA
2923.240
2639.6833
190817.2
7929.700
08051.7500
0724745.7
NA
070/250
06/24
121706
210954.00
330600
260826.47
221600
253200
083100
764219
0790159.00
0751500
0730548.00
0871800
0915000
0765400
33.
34.
35.
MYSORE(SSB)
NAGPUR
NATHATOP(PATNITOP)
SALAWAS
SALUA
SHILLONG(UPPER)
SOUTHERN AIR
COMMAND
SUMANA
SURYALANKA
SURYALANKA
2408
121
SEA
LEVEL
750
340
2745
201
_
1767
40
214737
155000
155000
0701724.3
0803000
0803031
09/27
17/35
090/270
36.
37.
38.
39.
40
TAIYABPUR
THANE
TRAINING COMMAND
VALSURA
WALONG
264424.6
191430.2
1258
223240.8
2812
08985933.6
0725928.8
7735
0700245.71
9701
165
4
SEA
LEVEL
75
20
930
15
1200
September 2, 2013
53
23.
24.
25.
26.
27.
28.
29.
30.
31.
32.
HELIPAD NAME
KHAVDA
KODAGU SAINIK
SCHOOL
LARIAKANTA
MEMAURA
MUDH ISLAND
135/260
09/27
03/21
05/23
17/35
04/22
18/36
NA
09/27
160/340
09/27
ALG
ANNEXURE III D
AERONAUTICAL COMMUNICATION STATIONS WHICH ARE
LOCATED AWAY FROM THE AIRPORTS
Sl.
Station
No.
1.
Aligarh
Name
of
the
Coordinates in WGS 84
facility
North
East
CVOR/DME(HP) 27°49’ 45.5”
780 10’ 42”
Nearest
Airport
Delhi IGI
2.
Behrampur
MSSR
190 20’ 3.4”
840 52’ 0.2”
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
Bellary
Bellary
Bikaner-Lunka 1
Bikaner-Lunka 2
Chillarki
Gulbarga
Jalalabad
Jharsuguda
Jharsuguda
Kanchipuram
MSSR
DVOR/DME(HP)
DVOR/DME(HP)
DVOR/DME(HP)
CVOR/DME(HP)
DVOR/DME(HP)
CVOR/DME(HP)
NDB
MSSR
DVOR/DME(HP)
150 09’ 59.36”
150 9’54.4”
280 33’ 09.84”
28011’ 20.42”
280 20’ 51.2”
170 18’48.8”
270 41’ 39.6”
210 53’ 47.6”
21054’31.60”
120 47’ 5.8”
760 53’ 2.01”
760 52’ 50”
730 47’ 15.61”
74006’ 41.267”
760 39’ 57.7”
760 48’ 11”
790 39’ 44.7”
840 02’ 19.5”
840 03’ 50.40’’
790 42’ 47.2”
Bhubaneshw
ar
Bangalore
Bangalore
Jaipur
Jaipur
Delhi IGI
Bangalore
Delhi IGI
Jharsuguda
Jharsuguda
Chennai
13.
14.
15.
16.
Katihar
Katihar
Keshod
Khammam
DVOR/DME
MSSR
NDB
NDB
25036’52.65”
250 34’ 23.01
21 019’6.5”
170 15’ 45”
87033’19.20”
870 33’ 20.19”
70015’42”
800 08’ 15”
Kolkata
Kolkata
Ahmedabad
Hyderabad
17.
18.
19.
20.
21.
Pratapgarh
Rajamundri
Sakras
Sampla
Sikandrabad
DVOR/DME(HP)
NDB
CVOR/DME(HP)
CVOR/DME(HP)
CVOR/DME(HP)
240 02’ 13.65
17006’ 31”
270 50’ 54.4”
280 49’ 11.1”
280 23’ 36.2”
740 44’ 38.16”
810 49’ 18”
770 00’ 29.6”
760 49’ 9.6”
770 42’ 29.2”
Jaipur
Rajahmundri
Delhi IGI
Delhi IGI
Delhi IGI
22.
23.
24.
25.
26.
27.
28
Songarh
Tuticorin
Vikarabad
Cochin-II
Portblair
Vizag
Vizag
(Arada Hill)
Chennai
( PURUR)
Kolkata
( BADU)
Porbander
NDB
NDB
NDB
DVOR “CIB”
DVOR “PPB”
DVOR “ VVZ”
MSSR
210 10’ 2.5”
080 43’ 32.2”
170 20’ 3.8”
100 07’ 05.7’’
110 38’ 58’’
170 40’ 08.6’’
170 40’ 20.0’’
730 33’ 57.4”
780 01’ 32.5”
770 53’ 55.5”
760 40’ 42.7’’
920 44’ 50’’
830 15’ 11.8’’
830 15’ 37.8’’
Ahmedabad
Chennai
Hyderabad
Cochin
Portblair
Vizag
Vizag
MSSR
130 01’ 46.42” 800 09’ 20.12”
Chennai
MSSR
220 41’ 22.76” 880 29’ 06.05”
Kolkata
MSSR
210 38’ 28”
Porbander
29
30
31
690 39’ 45.00”
September 2, 2013
54
ANNEXURE III E
GREENFIELD AIRPORTS FOR WHICH
GOVERNMENT OF INDIA
HAS GIVEN
“IN-PRINCIPLE “APPROVAL
S.
Name
No.
1.
Dabra
2.
3.
Navi
Mumbai
Pakyong
State/U.T
Location
Elevation Runway
Dimensions owner
(Meters) Orientation (Meters)
240
09/27
3000x45
Madhya
254942.8N
Pradesh
078191.7E
Maharashtra 185933N
5.00
0730418E
Sikkim
271358.269N
1321.27
0883518.7927E
08L/26R
08R/26L
02/20
3700x60
3700x60
1700x30
September 2, 2013
CIDCO
AAI
55
Appendix A1
Inner Horizontal Surface for runway code 3 & 4
September 2, 2013
56
Appendix A2
September 2, 2013
57
Appendix B
September 2, 2013
58
Appendix C
September 2, 2013
59
September 2, 2013
60
Appendix E-1
Shielding equivalent to horizontal plane in this area
Circle Of Radius 600 M
Ref. Terrain
10% negative shielding in this area
Runway
ARP
Illustration of shielding Criteria for Airport code No. 3 and 4
Appendix E-2
Shielding equivalent to horizontal plane in this area
Circle Of Radius 600 M
Ref. Terrain
10% negative shielding in this area
Runway
Illustration of shielding criteria for airports with code No. 1
and 2
APPENDIX E3
SHIELDIND BENEFIT FROM CNS FACILITIES
Appendix F1
ICAO Annex 14 Obstacle Limitation Surfaces (OLS)
Appendix F2
Appendix F3
Appendix F-4
Critical Area of G.P.
Runway
120m
G.P. Antenna
30m
450
300m
Appendix F-5
Critical Area of LLZ
300m or near end of the Rwy whichever is the greater
R75m
Center of localizer array
Toward approach end of Rwy
Critical Area
Runway
120m
Appendix F-6
MAXIMUM PERMISSIBLE HEIGHTS ( IN METERS) OF BUILDING/MAST/CHIMNEY, ETC. BASED ON ANNEX 14 CRITERIA
(FOR CODE 3 OR 4 INSTRUMENT RUNWAY AIRPORTS ONLY)
Maximum permissible height may be further restricted due to Annex 10 criteria (owing to various CNS facilities) and also due to DOC 8168 criteria
for the protection of PANS-OPS surfaces for different procedures. Site elevation of the site will be subtracted from the permissible top elevation to
arrive at maximum permissible height of the building/Mast/Chimneys, etc. Following height table is indicative only and in no way assures the height
permissible at a given site.
TABLE : MAXIMUM PERMISSIBLE HEIGHTS ( IN METERS)
ICAO Annex 14 Surface
(Height in meters)
Distance from Runway Strip ( in meters)
500
1000
1500
2000
2500
3000
3500
4000
4500
5000
6000
7000
8000
9000
10000
Approach Surface*
10
20
30
40
45
45
45
48
73
98
120
140
150
150
150
Take-off climb Surface *
10
20
30
40
45
45
45
48
73
98
120
140
150
150
150
Inner Horizontal Surface
(IHS)**
45
45
45
45
45
45
45
45
-
-
-
-
-
-
-
Conical Surface **
-
-
-
-
-
-
-
-
70
95
145
195
245
295
300
* Runway end elevation should be added to the permissible heights to arrive at the permissible top elevation, AMSL.
** Aerodrome elevation should be added to the permissible heights to arrive at the permissible top elevation, AMSL.
Appendix G
List of Designated Officers of Airports Authority of India (AAI)
Airports Authority of India has set up five Regional NOC offices at
Delhi/Kolkata/Mumbai/Chennai/Guwahati and four Station level NOC offices at
Hyderabad/Bengaluru/Ahmedabad/ Nagpur are headed by Designated Officers. NOC offices
work as per the provisions of this notification and as per the direction of ATMC 2 of 2013,as
amended from time to time, issued by AAI.
The list Of Designated Officers are as follows:
1. General Manager (Aero-NR), AAI Northern Region, Delhi Airport, Delhi
2. General Manager (Aero-ER), AAI Eastern Region, Kolkata Airport, Kolkata
3. General Manager (Aero-WR), AAI Western Region, Mumbai Airport, Mumbai
4. General Manager (Aero-SR), AAI Southern Region, Chennai Airport, Chennai
5. General Manager (Aero-NER), AAI North Eastern Region, Guwahati Airport, Guwahati
6. GM (ATM)/Joint GM (ATM)/Dy. GM (ATM), AAI Hyderabad Airport
7. GM (ATM)/ Joint GM (ATM)/Dy. GM (ATM), AAI Bengaluru Airport
8. GM (ATM)/Joint GM (ATM)/ Dy. GM (ATM), AAI Ahmedabad Airport
9. Joint GM (ATM)/ Dy. GM (ATM), AAI Nagpur Airport.
September 2, 2013
70