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Description of the Outer Surface

The outer surface, shown on Toronto/Lester B. Pearson International Airport Zoning Plan No. 21-005 94-138, Sheets 13, 14, 15, 20, 21, 22, 23, 30, 31, 32, 33, 40, 41, 42, 43, 48, 49 and 50 dated July 31, 1995, is an imaginary plane established at a constant elevation of 45 m above the elevation of the airport reference point, except that, where that plane is less than 9 m above the surface of the ground, the outer surface is an imaginary plane located at 9 m above the surface of the ground.

Description of the Outer Surface Boundary

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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 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;

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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.

PART VDescription of the Outer Surface

The outer surface, shown on Public Works Canada Greenwood Airport Zoning Plan No. S-1750, dated November 15, 1988, is an imaginary surface that consists of a common plane established at a constant elevation of 45 m above the elevation of the airport zoning reference point, except that, where that common plane is less than 9 m above the surface of the ground, the imaginary surface is located at 9 m above the surface of the ground.

PART VIDescription of the Outer Limits of the Outer Surface

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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.

PART VDescription of the Outer Surface

The outer surface, shown on Department of Public Works Bagotville Airport Zoning Plan No. MM-88-6775, dated January 4, 1988, is an imaginary surface that consists of a common plane established at a constant elevation of 45 m above the elevation of the airport zoning reference point, except that, where that common plane is less than 9 m above the surface of the ground, the imaginary surface is located at 9 m above the surface of the ground.

PART VIDescription of the Outer Limits of the Outer Surface

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The approach surfaces, shown on Department of Public Works Plan No. E.1898, dated February 5, 1986, are surfaces that abut each end of the strips associated with the runways designated 03-21, 12L-30R and 12R-30L, and that are more particularly described as follows:

• (a) a surface that abuts the end of the strip associated with runway 03 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 said approach surface shall slope upward at a ratio of 1 m measured vertically to 50 m measured horizontally and rise 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 291.2 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 21 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 said approach surface shall slope upward at a ratio of 1 m measured vertically to 50 m measured horizontally and rise 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 291.0 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 12L 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 said approach surface shall slope upward at a ratio of 1 m measured vertically to 50 m measured horizontally and rise 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 291.0 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 12R 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 said approach surface shall slope upward at a ratio of 1 m measured vertically to 50 m measured horizontally and rise 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 291.0 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 30L 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 said approach surface shall slope upward at a ratio of 1 m measured vertically to 50 m measured horizontally and rise 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 291.4 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 30R 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 said approach surface shall slope upward at a ratio of l m measured vertically to 50 m measured horizontally and rise 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 291.4 m measured vertically above the assigned elevation at the end of the strip.

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A transitional surface is a surface that consists of an inclined plane rising at a ratio of 1 m measured vertically to 7 m measured horizontally at right angles to the centre line of a strip and extending 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; each transitional surface is shown on Department of Public Works Plan No. E.1898, dated February 5, 1986.

PART VDescription of the Outer Surface

An imaginary surface that consists of a common plane established at a constant elevation of 45 m above the elevation of the airport zoning reference point, which outer surface is shown on Department of Public Works Plan No. E.1898, dated February 5, 1986.

PART VIDescription of the Outer Limits of the Outer Surface

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The approach surfaces, shown on Department of Transport Abbotsford Airport Zoning Plan No. (Z) B.C. 1414 dated November 7, 1980 are surfaces abutting each end of the strips associated with runways designated 06-24, 12-30 and 18-36 and are described as follows:

• (a) a surface abutting the end of the strip associated with runway approach 06 consisting of an inclined plane having a ratio of 1 m measured vertically to 50 m measured horizontally rising to an intersection with the outer surface; thence, the approach surface shall be horizontal and contiguous to the outer surface to an intersection with an imaginary horizontal line drawn at right angles to the projected centre line of the strip, which horizontal line commences at the intersection of the southerly limit of the approach surface associated with runway approach 06 with the west boundary of Lot 3 of Section 3, Township 13, Plan 11852; thence, the approach surface shall slope upward at a ratio of 1 m measured vertically to 50 m measured horizontally 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 277.3 m above the end of the strip;

• (b) a surface abutting the end of the strip associated with runway approach 24 consisting of an inclined plane having a ratio of 1 m measured vertically to 50 m measured horizontally rising to an intersection with the outer surface; thence, the approach surface shall be horizontal and contiguous to the outer surface to an intersection with an imaginary horizontal line drawn at right angles to the projected centre line of the strip, which horizontal line commences at the intersection of the northerly production of the east boundary of the North 1/2 of Lot 19, Plan 5211 of Section 4, Township 16, N.W.D., with the southerly limit of the approach surface associated with runway approach 24; thence, the approach surface shall slope upward at a ratio of 1 m measured vertically to 50 m measured horizontally 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 262.38 m above the end of the strip;

• (c) a surface abutting the end of the strip associated with runway approach 12 consisting of an inclined plane having a ratio of 1 m measured vertically to 20 m measured horizontally rising to an intersection with the outer surface; thence, the approach surface shall be horizontal and contiguous to the outer surface to an intersection with an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 3 000 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 41 m above the end of the strip;

• (d) a surface abutting the end of the strip associated with runway approach 30 consisting of an inclined plane having a ratio of 1 m measured vertically to 20 m measured horizontally rising to an intersection with the outer surface; thence, the approach surface shall be horizontal and contiguous to the outer surface to an intersection with the imaginary horizontal line drawn contiguous to the International border; said imaginary horizontal line being 41 m above the end of the strip;

• (e) a surface abutting the end of the strip associated with runway approach 18 consisting of an inclined plane having a ratio of 1 m measured vertically to 40 m measured horizontally rising to an intersection with the outer surface; thence, the approach surface shall be horizontal and contiguous to the outer surface to an intersection with an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 3 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 450 m from the projected centre line; said imaginary horizontal line being 41 m above the end of the strip; and

• (f) a surface abutting the end of the strip associated with runway approach 36 consisting of an inclined plane having a ratio of 1 m measured vertically to 40 m measured horizontally rising to an intersection with the outer surface; thence, the approach surface shall be horizontal and contiguous to the outer surface to an intersection with an imaginary horizontal line drawn contiguous to the International border; said imaginary horizontal line being 41 m above the end of the strip.

PART IVDescription of the Outer Surface

The outer surface, shown on Department of Transport Abbotsford Airport Zoning Plan No. (Z) B.C. 1414 dated November 7, 1980 is an imaginary surface located at a common plane established at a constant elevation of 45 m above the assigned elevation of the airport reference point except where that common plane is less than 9 m above the surface of the ground, the imaginary surface is located at 9 m above the surface of the ground.

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Each transitional surface, shown on Department of Transport Abbotsford Airport Zoning Plan No. (Z) B.C. 1414 dated November 7, 1980 is a surface consisting of an inclined plane rising at a ratio of 1 m measured vertically to 7 m measured horizontally at right angles to the centre line and centre line produced of each strip and extending upward and outward from the lateral limits of each strip and its approach surfaces to an intersection with the outer surface or another transitional surface of an adjoining strip.