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The airport reference point, shown on Toronto/Lester B. Pearson International Airport Zoning Plan No. 21-005 94-138, Sheet 22, dated July 31, 1995, is a point that may be located by:

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thence westerly along the centre line of runway 05L-23R 904.21 m to a point;

thence southerly and perpendicular to the centre line of runway 05L-23R 137.15 m to the airport reference point having UTM coordinates of E 609 444.45 and N 4 837 864.69.

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The approach surfaces, shown on Toronto/Lester B. Pearson International Airport Zoning Plan No. 21-005 94-138, Sheets 1, 2, 3, 4, 5, 6, 8, 9, 13, 14, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 48, 49, 51, 52, 53, 54, 55 and 56, dated July 31, 1995, are surfaces abutting each end of the strips associated with the runways designated 06R-24L, 06L-24R, 15L-33R, 15R-33L, 05L-23R and 05R, and are described as follows:

• (a) an inclined plane abutting the end of the strip associated with the approach to runway 06R having a ratio of 1 m measured vertically to 50 m measured horizontally, rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 15 000 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line; said imaginary horizontal line being 300 m above the elevation at the end of the strip;

• (b) an inclined plane abutting the end of the strip associated with the approach to runway 24L having a ratio of 1 m measured vertically to 50 m measured horizontally, rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 15 000 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line; said imaginary horizontal line being 300 m above the elevation at the end of the strip;

• (c) an inclined plane abutting the end of the strip associated with the approach to runway 06L having a ratio of 1 m measured vertically to 50 m measured horizontally, rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 15 000 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line; said imaginary horizontal line being 300 m above the elevation at the end of the strip;

• (d) an inclined plane abutting the end of the strip associated with the approach to runway 24R having a ratio of 1 m measured vertically to 50 m measured horizontally, rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 15 000 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line; said imaginary horizontal line being 300 m above the elevation at the end of the strip;

• (e) an inclined plane abutting the end of the strip associated with the approach to runway 15L having a ratio of 1 m measured vertically to 50 m measured horizontally, rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 15 000 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line; said imaginary horizontal line being 300 m above the elevation at the end of the strip;

• (f) an inclined plane abutting the end of the strip associated with the approach to runway 33R having a ratio of 1 m measured vertically to 50 m measured horizontally, rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 15 000 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line; said imaginary horizontal line being 300 m above the elevation at the end of the strip;

• (g) an inclined plane abutting the end of the strip associated with the approach to runway 15R having a ratio of 1 m measured vertically to 50 m measured horizontally, rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 15 000 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line; said imaginary horizontal line being 300 m above the elevation at the end of the strip;

• (h) an inclined plane abutting the end of the strip associated with the approach to runway 33L having a ratio of 1 m measured vertically to 50 m measured horizontally, rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 15 000 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line; said imaginary horizontal line being 300 m above the elevation at the end of the strip;

• (i) an inclined plane abutting the end of the strip associated with the approach to runway 05L having a ratio of 1 m measured vertically to 50 m measured horizontally, rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 15 000 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line; said imaginary horizontal line being 300 m above the elevation at the end of the strip;

• (j) an inclined plane abutting the end of the strip associated with the approach to runway 23R having a ratio of 1 m measured vertically to 50 m measured horizontally, rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 15 000 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line; said imaginary horizontal line being 300 m above the elevation at the end of the strip; and

• (k) an inclined plane abutting the end of the strip associated with the approach to runway 05R having a ratio of 1 m measured vertically to 50 m measured horizontally, rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 15 000 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line; said imaginary horizontal line being 300 m above the elevation at the end of the strip.

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The strips, shown on Toronto/Lester B. Pearson International Airport Zoning Plan No. 21-005 94-138, Sheets 21, 22, 31, 32, 41 and 42, dated July 31, 1995, are described as follows:

• (a) the strip associated with runway 06R-24L is 300 m in width, 150 m being on each side of the centre line of the runway, and 2 864 m in length;

• (b) the strip associated with runway 06L-24R is 300 m in width, 150 m being on each side of the centre line of the runway, and 3 015.67 m in length;

• (c) the strip associated with runway 15R-33L is 300 m in width, 150 m being on each side of the centre line of the runway, and 2 890 m in length;

• (d) the strip associated with runway 15L-33R is 300 m in width, 150 m being on each side of the centre line of the runway, and 3 489.57 m in length;

• (e) the strip associated with runway 05L-23R is 300 m in width, 150 m being on each side of the centre line of the runway, and 3 320.37 m in length; and

• (f) the strip associated with runway 05R-23L is 300 m in width, 150 m being on each side of the centre line of the runway, and 2 838.52 m in length.

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The transitional surfaces, shown on Toronto/Lester B. Pearson International Zoning plan No. 21-005 94-138, Sheets 13, 14, 20, 21, 22, 23, 30, 31, 32, 33, 40, 41, 42 and 43, dated July 31, 1995, are inclined planes rising at a ratio of 1 m measured vertically to 7 m measured horizontally at right angles to the centre line and projected centre line of each strip, extending upward and outward from the lateral limits of each strip and its approach surfaces to an intersection with the outer surface or with another transitional surface.

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The airport zoning reference point, shown on Sheet 23 of Department of Public Works Trenton Airport Zoning Plan No. 12-011 84-33, dated May 5, 1988, is a point that may be located as follows:

Commencing at the intersection of the centre line and the threshold of runway 06, being the southwesterly end of runway 06-24;

thence northeasterly along the centre line of the said runway 1 290 m to a point;

thence southeasterly and perpendicular to the said runway centre line 80 m to the airport zoning reference point.

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Each strip, shown on Department of Public Works Trenton Airport Zoning Plan No. 12-011 84-33, dated May 5, 1988 is described as follows:

• (a) the strip associated with runway 06-24 is 300 m in width, 150 m being on each side of the centre line of the runway, and 3 063.5 m in length; and

• (b) the strip associated with runway 13-31 is 150 m in width, 75 m being on each side of the centre line of the runway, and 1 052.3 m in length.

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The approach surfaces, shown on Department of Public Works Trenton Airport Zoning Plan No. 12-011 84-33, dated May 5, 1988, are imaginary surfaces that abut each end of the strips associated with runways 06-24 and 13-31 and that are more particularly described as follows:

• (a) a surface that abuts the end of the strip associated with runway 06 and consists of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface; thence the approach surface slopes upward at a ratio of 1 m measured vertically to 50 m measured horizontally and rises to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and at a distance of 15 000 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line; the imaginary horizontal line being 291 m measured vertically above the assigned elevation at the end of the strip;

• (b) a surface that abuts the end of the strip associated with runway 24 and consists of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface; thence the approach surface slopes upward at a ratio of 1 m measured vertically to 50 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and at a distance of 15 000 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line; the imaginary horizontal line being 291.4 m measured vertically above the assigned elevation at the end of the strip;

• (c) a surface that abuts the end of the strip associated with runway 13 and consists of an inclined plane having a ratio of 1 m measured vertically to 40 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and at a distance of 1 800 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 345 m from the projected centre line; the imaginary horizontal line being 45 m measured vertically above the assigned elevation at the end of the strip; and

• (d) a surface that abuts the end of the strip associated with runway 31 and consists of an inclined plane having a ratio of 1 m measured vertically to 40 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and at a distance of 1 880 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 357 m from the projected centre line; the imaginary horizontal line being 47 m measured vertically above the assigned elevation at the end of the strip.

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Each transitional surface, shown on Department of Public Works Trenton Airport Zoning Plan No. 12-011 84-33, dated May 5, 1988, is an inclined plane that rises at a ratio of 1 m measured vertically to 7 m measured horizontally at right angles to the centre line of a strip and that extends upward and outward from the lateral limits of the strip and its approach surfaces to an intersection with the outer surface or the transitional surface of an adjoining strip.

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ALL AND SINGULAR those certain parcels or tracts of land situate, lying and being in the City of Trenton and the Township of Sidney, both in the County of Hastings, and the Township of Murray in the County of Northumberland, and the Township of Ameliasburgh in the County of Prince Edward:

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thence south 43°54′29″ west along the northwestern limit of that approach surface to the intersection with a line drawn perpendicular to the centre line of runway 24 and at a distance of 3 700 m along the projection of the centre line from the northeasterly end of the strip associated with runway 24;

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thence on a bearing of north 46°05′31″ west to the intersection with the southeastern limit of the approach surface that abuts the end of the strip associated with runway 06, the said intersection also being the intersection of the southeastern limit of that approach surface with a line drawn perpendicular to the centre line of runway 06 and at a distance of 3 700 m along the projection of the centre line from the southwesterly end of the strip associated with runway 06;

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The airport reference point, shown on Fort Frances Airport Zoning Plan No. 59-011 91-60, dated January 14, 1993, is a point which may be located by:

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thence northwesterly along the centre line of said runway 12-30 684.45 m to a point;

thence southwesterly and perpendicular to the centre line of said runway 12-30 40 m to the airport reference point, which point has the UTM coordinates of E 467 542.09 and N 5 388 888.00.

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The approach surfaces, shown on Fort Frances Airport Zoning Plan No. 59-011 91-60, dated January 14, 1993, are planes abutting each end of the strips associated with runways 12-30 and 03-21 and are described as follows:

• (a) an inclined plane abutting the end of the strip associated with the approach to runway 12 having a ratio of 1 m measured vertically to 40 m measured horizontally, rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 1 740 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 336 m from the projected centre line; said imaginary horizontal line being 43.5 m above the elevation at the end of the strip;

• (b) an inclined plane abutting the end of the strip associated with the approach to runway 30 having a ratio of 1 m measured vertically to 40 m measured horizontally, rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 1 800 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 345 m from the projected centre line; said imaginary horizontal line being 45 m above the elevation at the end of the strip;

• (c) an inclined plane abutting the end of the strip associated with the approach to runway 03 having a ratio of 1 m measured vertically to 20 m measured horizontally, rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 890 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 119 m from the projected centre line; said imaginary horizontal line being 44.5 m above the elevation at the end of the strip; and

• (d) an inclined plane abutting the end of the strip associated with the approach to runway 21 having a ratio of 1 m measured vertically to 20 m measured horizontally, rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 858 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 115.8 m from the projected centre line; said imaginary horizontal line being 42.9 m above the elevation at the end of the strip.

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The strips, shown on Fort Frances Airport Zoning Plan No. 59-011 91-60, dated January 14, 1993, are described as follows:

• (a) the strip associated with runway 12-30 is 150 m in width, 75 m being on each side of the centre line of the runway, and 1 488.9 m in length; and

• (b) the strip associated with runway 03-21 is 60 m in width, 30 m being on each side of the centre line of the runway, and 860.05 m in length.

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The transitional surfaces, shown on Fort Frances Airport Zoning Plan No. 59-011 91-60, dated January 14, 1993, are described as follows:

• (a) the transitional surfaces associated with runway 12-30 are inclined planes rising at a ratio of 1 m measured vertically to 7 m measured horizontally at right angles to the centre line and projected centre line of the strip, extending upward and outward from the lateral limits of the strip and its approach surfaces to an intersection with the outer surface or with another transitional surface of an adjoining strip; and

• (b) the transitional surfaces associated with runway 03-21 are inclined planes rising at a ratio of 1 m measured vertically to 5 m measured horizontally at right angles to the centre line and projected centre line of the strip, extending upward and outward from the lateral limits of the strip and its approach surfaces to an intersection with the outer surface or with another transitional surface of an adjoining strip.

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The airport zoning reference point is a point located at the intersection of the centre line projection of runway 13-31 and the westerly end of the strip associated with the approach surface to runway 13. The reference point has Nova Scotia Grid Co-ordinates with a Northing of 4 982 711.68 m and an Easting of 5 465 850.41 m and is shown on Public Works Canada Greenwood Airport Zoning Plan No. S-1750, dated November 15, 1988.

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Each strip is described as follows:

• (a) the strip associated with runway 13-31 is 300 m in width, 150 m being on each side of the centre line of the runway, and 2 554.7 m in length;

• (b) the strip associated with runway 08-26 is 300 m in width, 150 m being on each side of the centre line of the runway, and 2 552.4 m in length; and

• (c) the strip associated with runway 01-19 is 150 m in width, 75 m being on each side of the centre line of the runway, and 1 330.7 m in length,

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The approach surfaces, shown on Public Works Canada Greenwood Airport Zoning Plan No. S-1750, dated November 15, 1988, are imaginary surfaces that abut each end of the strips associated with runways 08-26, 13-31, and 01-19, and that are more particularly described as follows:

• (a) a surface that abuts the end of the strip associated with runway 13 and consists of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface; thence the approach surface slopes upward at a ratio of 1 m measured vertically to 50 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and at a distance of 15 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line, the imaginary horizontal line being 291 m measured vertically above the assigned elevation at the end of the strip;

• (b) a surface that abuts the end of the strip associated with runway 31 and consists of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface; thence the approach surface slopes upward at a ratio of 1 m measured vertically to 50 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and at a distance of 15 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line, the imaginary horizontal line being 291.6 m measured vertically above the assigned elevation at the end of the strip;

• (c) a surface that abuts the end of the strip associated with runway 08 and consists of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface; thence the approach surface slopes upward at a ratio of 1 m measured vertically to 50 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and at a distance of 15 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line, the imaginary horizontal line being 291.2 m measured vertically above the assigned elevation at the end of the strip;

• (d) a surface that abuts the end of the strip associated with runway 26 and consists of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface; thence the approach surface slopes upward at a ratio of 1 m measured vertically to 50 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and at a distance of 15 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line, the imaginary horizontal line being 291.2 m measured vertically above the assigned elevation at the end of the strip;

• (e) a surface that abuts the end of the strip associated with runway 01 and consists of an inclined plane having a ratio of 1 m measured vertically to 40 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and at a distance of 3 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 525 m from the projected centre line, the imaginary horizontal line being 75 m measured vertically above the assigned elevation at the end of the strip; and

• (f) a surface that abuts the end of the strip associated with runway 19 and consists of an inclined plane having a ratio of 1 m measured vertically to 40 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and at a distance of 3 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 525 m from the projected centre line, the imaginary horizontal line being 75 m measured vertically above the assigned elevation at the end of the strip.

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Each transitional surface, shown on Public Works Canada Greenwood Airport Zoning Plan No. S-1750, dated November 15, 1988, is an inclined plane that rises at a ratio of 1 m measured vertically to 7 m measured horizontally at right angles to the centre line of a strip and that extends upward and outward from the lateral limits of the strip and its approach surfaces to an intersection with the outer surface or the transitional surface of an adjoining strip.

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The airport zoning reference point is a point on the centre line of runway 11-29 at the threshold of runway 29.

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Each strip is described as follows:

• (a) the strip associated with runway 11-29 is 300 m in width, 150 m being on each side of the centre line of the runway, and 3 286.863 m in length, and

• (b) the strip associated with runway 18-36 is 300 m in width, 150 m being on each side of the centre line of the runway, and 1 956.965 m in length,

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The approach surfaces, shown on Department of Public Works Bagotville Airport Zoning Plan No. MM-88-6775, dated January 4, 1988, are imaginary surfaces that abut each end of the strips associated with runways 18-36 and 11-29 and that are more particularly described as follows:

• (a) a surface that abuts the end of the strip associated with runway 18 and consists of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface; thence the approach surface slopes upward at a ratio of 1 m measured vertically to 50 m measured horizontally and rises to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and at a distance of 15 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line; the imaginary horizontal line being 291 m measured vertically above the elevation of the airport zoning reference point;

• (b) a surface that abuts the end of the strip associated with runway 36 and consists of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface; thence the approach surface slopes upward at a ratio of 1 m measured vertically to 50 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and at a distance of 15 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line; the imaginary horizontal line being 294.6 m measured vertically above the elevation of the airport zoning reference point;

• (c) a surface that abuts the end of the strip associated with runway 11 and consists of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface; thence the approach surface slopes upward at a ratio of 1 m measured vertically to 50 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and at a distance of 15 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line; the imaginary horizontal line being 293.4 m measured vertically above the elevation of the airport zoning reference point; and

• (d) a surface that abuts the end of the strip associated with runway 31 and consists of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface; thence the approach surface slopes upward at a ratio of 1 m measured vertically to 50 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and at a distance of 15 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line; the imaginary horizontal line being 291 m measured vertically above the elevation of the airport zoning reference point.

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Each transitional surface, shown on Department of Public Works Bagotville Airport Zoning Plan No. MM-88-6775, dated January 4, 1988, is an inclined plane that rises at a ratio of 1 m measured vertically to 7 m measured horizontally at right angles to the centre line of each strip and that extends upward and outward from the lateral limits of the strip and its approach surfaces to an intersection with the outer surface or the transitional surface of an adjoining strip.

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Commencing at a point, the coordinates of which are N 5 355 577.199 m and E 262 79.347 m, being situated at the intersection of the northerly limit of the approach surface to runway 11, with a circle having a radius of 4 000 m, the centre of which is the intersection of the centre line and threshold of runway 11, the coordinates of which are N 5 354 744.104 m and E 266 391.629 m;

thence a distance of 3 889.370 m measured following an arc of a circle, in a northerly direction, having a radius of 4 000 m, the centre of which is the intersection of the centre line and threshold of runway 11, the coordinates of which are N 5 354 744.104 m and E 266 391.629 m, to a point;

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thence a distance of 3 369.442 m measured following an arc of a circle, in an easterly direction, having a radius of 4 000 m, the centre of which is the intersection of the centre line and threshold of runway 18, the coordinates of which are N 5 355 411.080 m and E 268 020.502 m, to a point;

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thence a distance of 7 596.454 m measured following an arc of a circle, in a southerly direction, having a radius of 4 000 m, the centre of which is the intersection of the centre line and threshold of runway 29, the coordinates of which are N 5 354 661.608 m and E 269 557.417 m, to a point;

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thence a distance of 5 020.681 m measured following an arc of a circle, in a westerly direction, having a radius of 4 000 m, the centre of which is the intersection of the centre line and threshold of runway 36, the coordinates of which are N 5 353 654.104 m and E 268 556.670 m, to a point;

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thence a distance of 5 256.794 m measured following an arc of a circle, in a northerly direction, having a radius of 4 000 m, the centre of which is the intersection of the centre line and threshold of runway 11, the coordinates of which are N 5 354 744.104 m and E 266 391.629 m, to the point of commencement.

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Commencing at a point, the coordinates of which N 5 355 955.590 m and E 260 338.516 m, being intersection of the northerly limit of the approach surface to runway 11, with a circle having a radius of 8 000 m, the centre of which is the intersection of the centre lines of runways 11-29 and 18-36;

thence, in a northeasterly direction, following an arc of a circle having a radius of 8 000 m, the centre of which is the intersection of the centre lines of runways 11-29 and 18-36, to its intersection with the southwesterly limit of the approach surface of the strip associated with runway 18;

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thence, following the northwesterly limit of that approach surface, being a line perpendicular to the centre line of runway 18 and situated at a distance of 15 000 m from northerly end of the strip associated with runway 18, in a northeasterly direction to a point, the coordinates of which are N 5 370 515.810 m and E 265 920.327 m, and being situated at the north-east angle of that approach surface;

thence following the northeasterly limit of that approach surface in a southeasterly direction to its intersection with an arc of circle having a radius of 8 000 m, the centre of which is the intersection of the centre lines of runways 11-29 and 18-36;

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thence, following that limit, being a line perpendicular to the centre line of runway 29 and situated at a distance of 15 000 m from the easterly end of the strip associated with runway 29, in a southerly direction to a point, the coordinates of which are N 5 351 870.113 m and E 284 549.787 m, and being situated at the south-east angle of that approach surface;

thence, following the southerly limit of that approach surface in a northwesterly direction to its intersection with an arc of circle having a radius of 8 000 m, the centre of which is the intersection of the centre lines of runways 11-29 and 18-36;

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thence, following the southeasterly limit of that approach surface, being a line perpendicular to the centre line of runway 36 and situated at a distance of 15 000 m from the southerly end of the strip associated with runway 36, in a southwesterly direction to a point, the coordinates of which are N 5 338 549.374 m and E 270 656.845 m, and being situated at the southwesterly angle of that approach surface;

thence, following the southwesterly limit of that approach surface, in a northwesterly direction to its intersection with an arc of circle having a radius of 8 000 m, the centre of which is the intersection of the centre lines of runways 11-29 and 18-36;

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thence, following the westerly limit of that approach surface, being a line perpendicular to the centre line of runway 11 and situated at a distance of 15 000 m from the westerly end of the strip associated with runway 11, in a northerly direction to a point, the coordinates of which are N 5 357 535.599 m and E 251 399.259 m, and being situated at the northwesterly angle of that approach surface;

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