The approach surfaces, shown on Department of Public Works and Government Services Moose Jaw Airport Zoning Plan No. E.3054, dated August 1997, are surfaces abutting each end of the strips associated with runways 10L-28R, 10R-28L and 03-21, and that are more particularly described as follows:
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(a) a surface abutting the end of the strip associated with runway approach 10L consisting 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 shall slope 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 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; the imaginary horizontal line being 291.1 m measured vertically above the assigned elevation at the end of the strip;
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(b) a surface abutting the end of the strip associated with runway approach 28R consisting 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 shall slope 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 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; the imaginary horizontal line being 291.0 m measured vertically above the assigned elevation at the end of the strip;
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(c) a surface abutting the end of the strip associated with runway approach 10R consisting 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 shall slope 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 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; the imaginary horizontal line being 291.6 m measured vertically above the assigned elevation at the end of the strip;
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(d) a surface abutting the end of the strip associated with runway approach 28L consisting 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 shall slope 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 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; the imaginary horizontal line being 291.7 m measured vertically above the assigned elevation at the end of the strip;
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(e) a surface abutting the end of the strip associated with runway approach 03 consisting 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 shall slope 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 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; the imaginary horizontal line being 290.45 m measured vertically above the assigned elevation at the end of the strip; and
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(f) a surface abutting the end of the strip associated with runway approach 21 consisting 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 shall slope 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 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; the imaginary horizontal line being 291.61 m measured vertically above the assigned elevation at the end of the strip.
