Advanced Search

[...]

[...]

PART IIDescription of the Approach Surfaces

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:

[...]

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.

[...]

The outer boundary of the land to which these Regulations apply, shown on Toronto/Lester B. Pearson International Airport Zoning Plan No. 21-005 94-138, Sheets 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 15, 16, 17, 18, 19, 24, 25, 26, 27, 36, 37, 38, 39, 40, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55 and 56, dated July 31, 1995, is described as follows:

[...]

thence southerly along the eastern limit of the road allowance to its intersection with the northwestern limit of the approach surface for runway 23R;

thence northeasterly along the northwestern limit of the approach surface for runway 23R on an azimuth of 37 degrees, 02 minutes, 20 seconds, to the northern corner of the approach surface for runway 23R, the UTM coordinates of which are E 619 064.68 and N 4 850 847.47;

thence southeasterly along the northeastern limit of the approach surface for runway 23R on an azimuth of 135 degrees, 34 minutes, 11 seconds, to the intersection with the northwestern limit of the approach surface for runway 24R;

thence northeasterly along the northwestern limit of the approach surface for runway 24R on an azimuth of 37 degrees, 02 minutes, 40 seconds, to the northern corner of the approach surface for runway 24R, the UTM coordinates of which are E 622 120.43 and N 4 849 204.28;

thence southeasterly along the northeastern limit of the approach surface for runway 24R on an azimuth of 135 degrees, 34 minutes, 31 seconds, to the southeastern corner of the approach surface for runway 24R, the UTM coordinates of which are E 625 479.36 and N 4 845 777.21;

thence southwesterly along the southeastern limit of the approach surface for runway 24R on an azimuth of 234 degrees, 06 minutes, 22seconds, to its intersection with the northeastern limit of the approach surface for runway 24L;

thence southeasterly along the northeastern limit of the approach surface for runway 24L on an azimuth of 135 degrees, 34 minutes, 31 seconds, to the southeastern corner of the approach surface for runway 24L, the UTM coordinates of which are E 625 497.16 and N 4 845 367.72;

thence southwesterly along the southeastern limit of the approach surface for runway 24L on an azimuth of 234 degrees, 06 minutes, 22 seconds, to its intersection with the western limit of the road allowance between Concession “A” Fronting the Humber and Concession “B” Fronting the Humber (now within Islington Avenue);

[...]

thence southerly along the western limit of the road allowance between Lots 20 and 21, in Concession 1 Northern Division Fronting the Lake (now within King’s Highway 427), to its intersection with the northeastern limit of the approach surface for runway 33R;

thence southeasterly along the northeastern limit of the approach surface for runway 33R on an azimuth of 127 degrees, 03 minutes, 27 seconds, to the eastern corner of the approach surface for runway 33R, the UTM coordinates of which are E 623 928.08 and N 4 826 944.48;

thence southwesterly along the southeastern limit of the approach surface for runway 33R on an azimuth of 225 degrees, 35 minutes, 18 seconds, to the southern corner of the approach surface for runway 33R, the UTM coordinates of which are E 620 500.26 and N 4 823 586.32;

thence northwesterly along the southwestern limit of the approach surface for runway 33R on an azimuth of 324 degrees, 07 minutes, 08 seconds, to its intersection with the southeastern limit of the approach surface for runway 33L;

thence southwesterly along the southeastern limit of the approach surface for runway 33L on an azimuth of 225 degrees, 35 minutes, 18 seconds, to its southwestern corner, the UTM coordinates of which are E 619 334.74 and N 4 823 251.75;

thence northwesterly along the southwestern limit of the approach surface for runway 33L on an azimuth of 324 degrees, 07 minutes, 08 seconds, to its intersection with the northern limit of Bloor Street, in the City of Mississauga, in the Regional Municipality of Peel, as shown on a plan registered in the Land Registry Office for the Registry Division of Peel (Number 43) as number 719;

[...]

thence northwesterly along the northeastern limit of the road allowance between Concessions 1 and 2 West of Hurontario Street (now within McLaughlin Road) to its intersection with the southeastern limit of the approach surface for runway 06R;

thence southwesterly along the southeastern limit of the approach surface for runway 06R on an azimuth of 217 degrees, 02 minutes, 40 seconds, to the southern corner of the approach surface for runway 06R, the UTM coordinates of which are E 602 033.17 and N 4 822 370.25;

thence northwesterly along the southwestern limit of the approach surface for runway 06R on an azimuth of 315 degrees, 34 minutes, 31 seconds, to the intersection with the southeastern limit of the approach surface for runway 05R;

thence southwesterly along the southeastern limit of the approach surface for runway 05R on an azimuth of 217 degrees, 02 minutes, 20 seconds, to the southwestern corner of the approach surface for runway 05R, the UTM coordinates of which are E 598 860.62 and N 4 823 750.17;

thence northwesterly along the southwestern limit of the approach surface for runway 05R on an azimuth of 315 degrees, 34 minutes, 11 seconds, to its northwestern corner, the UTM coordinates of which are E 595 501.35 and N 4 827 176.90;

thence northeasterly along the northwestern limit of the approach surface for runway 05R on an azimuth of 54 degrees, 06 minutes, 02 seconds, to its intersection with the southwestern limit of the approach surface for runway 05L;

thence northwesterly along the southwestern limit of the approach surface for runway 05L on an azimuth of 315 degrees, 34 minutes, 11 seconds, to the most western corner of the approach surface for runway 05L, the UTM coordinates of which are E 595 277.15 and N 4 827 528.31;

thence northeasterly along the northwestern limit of the approach surface for runway 05L on an azimuth of 54 degrees, 06 minutes, 02 seconds, to its intersection with the northeastern limit of the road allowance between Concessions 1 and 2 West of Hurontario Street (now within McLaughlin Road);

[...]

thence northwesterly along the southeastern production of the northeastern limit of Central Park Drive, and northwesterly and northeasterly along the eastern limit of Central Park Drive, as shown on plan number 857, to the intersection with the southwestern limit of the approach surface for runway 15R;

thence northwesterly along the southwestern limit of the approach surface for runway 15R at an azimuth of 307 degrees, 03 minutes, 27 seconds, to its northwestern corner, the UTM coordinates of which are E 596 324.39 and N 4 846 739.50;

thence northeasterly along the northwestern limit of the approach surface for runway 15R at an azimuth of 45 degrees, 35 minutes, 18 seconds, to its intersection with the southwestern limit of the approach surface for runway 15L;

thence northwesterly along the southeastern limit of the approach surface for runway 15L at an azimuth of 307 degrees, 03 minutes, 27 seconds, to its northwestern corner, the UTM coordinates of which are E 597 070.44 and N 4 847 502.25;

thence northeasterly along the northwestern limit of the approach surface for runway 15L at an azimuth of 45 degrees, 35 minutes, 18 seconds, to its northeastern corner, the UTM coordinates of which are E 600 498.27 and N 4 850 860.40;

thence southeasterly at an azimuth of 144 degrees, 07 minutes, 08 seconds, along the northeastern limit of the approach surface for runway 15L to its intersection with the southeastern limit of Lot 6, in Concession 7 Northern Division;

[...]

Commencing at the intersection of the northeastern limit of the road allowance between Concessions 1 and 2 West of Hurontario Street, now within McLaughlin Road, in the geographic Township of Toronto, now in the City of Mississauga, with the northwestern limit of the approach surface for runway 06L;

thence southwesterly along the northwestern limit of the approach surface for runway 06L at an azimuth of 234 degrees, 06 minutes, 22 seconds, to the intersection with the southeastern limit of the approach surface for runway 05R;

thence northeasterly along the southeastern limit of the approach surface for runway 05R at an azimuth of 37 degrees, 02 minutes, 20 seconds, to the intersection with the northeastern limit of the road allowance between Concessions 1 and 2 West of Hurontario Street, now within McLaughlin Road;

[...]

commencing at the intersection of the southwestern limit of the road allowance between Concession “A” Fronting the Humber and Concession “B” Fronting the Humber, now within Islington Avenue, in the geographic Township of Etobicoke, now in the City of Etobicoke in the Municipality of Metropolitan Toronto, with the southeastern limit of the approach surface for runway 23R;

thence northeasterly along the southeastern limit of the approach surface for runway 23R at an azimuth of 54 degrees, 06 minutes, 02 seconds, to the intersection with the northwestern limit of the approach surface for runway 24R;

thence southwesterly along the northwestern limit of the approach surface for runway 24R at an azimuth of 217 degrees, 02 minutes, 40 seconds, to the intersection with the southwestern limit of the road allowance between Concession “A” Fronting the Humber and Concession “B” Fronting the Humber, now within Islington Avenue;

[...]

[...]

[...]

PART IIIDescription of the Approach Surfaces

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;

[...]

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.

[...]

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:

[...]

thence easterly along the southern limit of County Road No. 22 to the intersection with the northwestern limit of the approach surface that abuts the end of the strip associated with runway 24;

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;

thence southerly along the perpendicular line to the intersection with the southeastern limit of that approach surface;

[...]

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;

thence northerly along the perpendicular line to the intersection with the northwestern limit of that approach surface;

[...]

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

[...]

thence easterly along the southern boundary of that road allowance across part of Lot 26 and Lots 27, 28, 29 and part of Lot 30, Concession 2, to the intersection with the northwestern limit of the approach surface that abuts the end of the strip associated with runway 24;

thence easterly along the northern limit of that approach surface on a bearing of north 43°54′29″ east to a point, the co-ordinates of which are N 4 899 961.450 m and E 309 321.284 m;

thence southerly along the northeastern limit of that approach surface on a bearing of south 37°33′40″ east to a point, the co-ordinates of which are N 4 896 156.123 m and E 312 247.676 m;

thence westerly along the southeastern limit of that approach surface on a bearing of south 60°58′11″ west to its intersection with the eastern limit of Lot 29, Concession 1, in the Township of Sidney;

[...]

thence northerly along that southwestern boundary through Lots 9, 10, 11 and 12, Carrying Place, Township of Murray, to its intersection with the southeastern boundary of the approach surface that abuts the end of the strip associated with runway 06;

thence westerly along the southeastern limit of that approach surface on a bearing of south 43°54′29″ west to a point, the co-ordinates of which are N 4 875 998.466 m and E 286 035.706 m;

thence northerly along the southwestern limit of that approach surface on a bearing of north 37°33′40″ west to a point, the co-ordinates of which are N 4 879 803.797 m and E 283 109.319 m;

thence easterly along the northwestern limit of that approach surface on a bearing of north 60°58′11″ east to the intersection with the eastern limit of Lot 11, Concession A, in the Township of Murray;

[...]

[...]

[...]

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.

[...]

PART IIIDescription of the Approach Surfaces

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;

[...]

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.

[...]

Commencing at the point of intersection of the northerly limit of the approach surface to runway 13, with the arc of a circle having a radius of 4 000 m, the centre of the circle being located at the mid-point of the westerly end of runway 13-31;

[...]

Commencing at the point of intersection of the northerly limit of the approach surface to runway 13, and the arc of a circle having a radius of 8 000 m, with the centre of the circle being defined by Nova Scotia Grid Co-ordinates having a Northing of 4 982 679.13 m and an Easting of 5 467 027.89 m;

thence following the arc to the right a distance of 17 058.60 m to a point of intersection with the northerly limit of the approach surface that abuts the end of the strip associated with runway 26;

thence following that northerly limit, on an azimuth of 56°08′57″, a distance of 8 589.92 m to the easterly limit of the approach surface;

thence following that easterly limit on an azimuth of 154°40′48″, a distance of 4 800 m to a point on the southerly limit of the approach surface;

[...]

thence following the arc to the right a distance of 4 075.05 m to a point of intersection with the northerly limit of the approach surface that abuts the end of the strip associated with runway 31;

thence following that northerly limit on an azimuth of 97°19′37″, a distance of 8 552.08 m to the easterly limit of the approach surface;

thence following that easterly limit on an azimuth of 195°51′28″, a distance of 4 800 m to a point on the southerly limit of the approach surface;

[...]

thence following the arc to the right a distance of 17 107.77 m to a point of intersection with the southerly limit of the approach surface that abuts the end of the strip associated with runway 08;

thence following that southerly limit on an azimuth of 236°08′57″, a distance of 8 325.21 m to a point on the westerly limit of the approach surface;

thence following that westerly limit on an azimuth of 334°40′48″, a distance of 4 800 m to the northerly limit of the approach surface;

[...]

thence following the arc to the right a distance of 2 823.79 m to a point of intersection with the southerly limit of the approach surface that abuts the end of the strip associated with runway 13;

thence following that southerly limit on an azimuth of 277°19′37″, a distance of 8 366.51 m to the westerly limit of the approach surface;

thence following that westerly limit on an azimuth of 15°51′28″, a distance of 4 800 m to the northerly limit of the approach surface;

[...]

[...]

[...]

PART IIIDescription of the Approach Surfaces

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.

[...]

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.

[...]

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;

[...]

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;

thence, following that limit, in a northwesterly direction to a point, the coordinates of which are N 5 369 114.800 m and E 261 329.339 m, and being situated at the north-west. angle of the above-mentioned approach surface;

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;

thence, following that arc of circle in a southeasterly direction, to its intersection with the northerly limit of the approach surface that abuts the strip associated with runway 29;

thence, following that limit, in a northeasterly direction to a point, the coordinates of which are N 5 356 668.484 m and E 284 674.826 m, and being situated at the north-east angle of that approach surface;

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;

thence, following that arc of circle in a southwesterly direction to its intersection with the northeasterly limit of the approach surface that abuts the strip associated with runway 36;

thence, following that limit in a southeasterly direction to a point, the coordinates of which are N 5 339 950.384 m and E 275 247.833 m, and being situated at the southeasterly angle of the above-mentioned approach surface;

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;

thence, following that arc of circle, in a northwesterly direction to its intersection with the southerly limit of the approach surface of the strip associated with runway 11;

thence, following that limit, in a southwesterly direction to a point, the coordinates of which are N 5 352 737.228 m and E 251 274.220 m, and being situated at the southwesterly angle of that approach surface;

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;

thence, following the northerly limit of that approach surface, in a southeasterly direction to the point of commencement.

[...]