Baie Comeau Airport Zoning Regulations

Regulations Respecting Zoning at Baie Comeau Airport These Regulations may be cited as the Baie Comeau Airport Zoning Regulations. In these Regulations, airport means Baie Comeau Airport, in the Township of Manicouagan, County of Saguenay, in the Province of Quebec; (aéroport) airport reference point means the point described in Part I of the schedule; (point de repère de l’aéroport) approach surface means an imaginary inclined plane extending upward and outward from the end of a strip along and at right angles to the projected centre line thereof, which approach surface is more particularly described in Part III of the schedule; (surface d’approche) Minister[Revoked, SOR/93-401, s. 2] outer surface means an imaginary surface located above and in the immediate vicinity of the airport, which outer surface is more particularly described in Part IV of the schedule; (surface extérieure) strip means a rectangular portion of the landing area of the airport including the runway prepared for the take-off and landing of aircraft in a particular direction, which strip is more particularly described in Part V of the schedule; (bande) transitional surface means an imaginary inclined plane extending upward and outward from the lateral limits of a strip and its approach surfaces, which transitional surface is more particularly described in Part VI of the schedule. (surface de transition) For the purposes of these Regulations, the airport reference point is deemed to be 67 feet above sea level. These Regulations apply to all the lands and lands under water, including public road allowances, adjacent to or in the vicinity of the airport, the outer limits of which are described in Part II of the schedule, other than such lands as from time to time form part of the airport. No person shall erect or construct, on any land or any land under water to which these Regulations apply, any building, structure or object or any addition to any existing building, structure or object, the highest point of which will exceed in elevation at the location of the highest point any of the surfaces hereinafter set out that project immediately over and above the surface of the land at that location, namely, the approach surfaces; the outer surface; or the transitional surfaces. Premising that the bearings hereinafter mentioned are astronomical and are referred to the centre line of strip 10-28, Baie Comeau Airport, Baie Comeau, Province of Quebec, as North, seventy-nine degrees, forty-eight minutes, twenty seconds East (N. 79°48′20″ E.). BEGINNING at the intersection of the centre line of strip 10-28 with the centre line of the proposed strip 16-34; THENCE, North, 79°48′20″ East along the centre line of strip 10-28, a distance of two hundred eighty-one feet and one tenth (281.1) to a point; THENCE, at right angles in a general Northwesterly direction, a distance of five hundred (500) feet to the airport reference point; said airport reference point being also at two thousand five hundred forty-six feet and one tenth (2,546.1) measured along a line having bearing of South 27°05′ East from a point being the Northwesterly corner of Lot 16-1, Manicouagan Range, where there is an iron boundary post. ALL AND SINGULAR those certain parcels or tracts of land and premises comprising part of the Township of Manicougan, Registration Division of Saguenay, County of Saguenay, Province of Quebec and being more particularly described as follows: COMMENCING at the intersection of the lot line between lots 11 and 12, Range IV, with the Southerly boundary of lot 51, Range IV; THENCE, following the Southerly boundary of lot 51, Range IV, in a general Easterly direction, to its intersection with a line running N. 50°02′09″ W. and being one of the limits of the approach surface of the proposed strip 16-34; THENCE, following the last mentioned line, N. 50°02′09″ W., to its intersection with a line running N. 48°29′41″ E. being at ten thousand (10,000) feet measured along the Northwesterly production of the centre line of the proposed strip 16-34 from the end of the said proposed strip; THENCE, following the last mentioned line, N. 48°29′41″ E., a distance of four thousand (4,000) feet to its intersection with a line running S. 32°58′29″ E. and being one of the limits of the approach surface of the proposed strip 16-34; THENCE, following the last mentioned line, S. 32°58′29″ E., to its intersection with a line running S. 40°55′56″ E. and being one of the limits of the transitional surface of the proposed strip 16-34; THENCE, following the last mentioned line S. 40°55′56″ E., to its intersection with the waters’ edge of Manicouagan River; THENCE, following the waters’ edge of Manicouagan River and St. Lawrence River, in general Easterly, Northeasterly and Southeasterly directions, to its intersection with a line running N. 79°13′57″ E. and being one of the limits of the transitional surface of strip 10-28; THENCE, following the last mentioned line, N. 79°13′57″ E., to its intersection with a line running N. 71°16′30″ E. and being one of the limits of the approach surface of strip 10-28; THENCE, following the last mentioned line, N. 71°16′30″ E., to its intersection with a line running S. 10°11′40″ E. being at ten thousand (10,000) feet measured along the Northeasterly production of the centre line of strip 10-28 from the end of the said strip; THENCE, following the last mentioned line, S. 10°11′40″ E., a distance of four thousand (4,000) feet to its intersection with a line running S. 88°20′10″ W. and being one of the limits of the approach surface of strip 10-28; THENCE, following the last mentioned line, S. 10°11′40″ E., to its intersection with a line running S. 80°22′43″ W., and being one of the limits of the transitional surface of strip 10-28; THENCE, following the last mentioned line, S. 80°22′43″ W., to its intersection with the waters’ edge of St. Lawrence River; THENCE, following the waters’ edge of St. Lawrence River, in a general Southerly direction, to its intersection with a line running S. 42°04′42″ E., and being one of the limits of the transitional surface of the proposed strip 16-34; THENCE, following the last mentioned line, S. 42°04′42″ E., to its intersection with a line running S. 50°02′09″ E. and being one of the limits of the approach surface of the proposed strip 16-34; THENCE, following the last mentioned line, S. 50°02′09″ E., to its intersection with a line running S. 48°29′41″ W. and being at ten thousand (10,000) feet measured along the Southeasterly production of the centre line of the proposed strip 16-34 from the end of the said strip; THENCE, following the last mentioned line, S. 48°29′41″ W., a distance of four thousand (4,000) feet to its intersection with a line running N. 32°58′29″ W. and being one of the limits of the approach surface of the proposed strip 16-34; THENCE, following the last mentioned line, N. 32°58′29″ W., to its intersection with a line running N. 40°55′56″ W. and being one of the limits of the transitional surface of the proposed strip 16-34; THENCE, following the last mentioned line, N. 40°55′56″ W., to its intersection with the waters’ edge of St. Lawrence River; THENCE, following the waters’ edge of St. Lawrence River, in general Southwesterly and Westerly directions to its intersection with the lot line between lot III and block A, Range I; THENCE, following the last mentioned lot line between lot III and block A, Range I, in a general Northerly direction to its intersection with the range line between Ranges I and II; THENCE, following the range line between Ranges I and II, in general Westerly, Northwesterly and Westerly directions, to the Northwesterly corner of lot 10, Range I; THENCE, following a line, in a general Northwesterly direction, to its intersection with a line running S. 71°16′30″ W. and being one of the limits of the approach surface of strip 10-28; THENCE, following the last mentioned line, S. 71°16′30″ W. to its intersection with a line running N. 10°11′40″ W., being at ten thousand (10,000) feet measured along the Southwesterly production of the centre line of strip 10-28 from the end of the said strip; THENCE, following the last mentioned line, N. 10°11′40″ W., a distance of four thousand (4,000) feet to its intersection with a line running N. 88°20′10″ E. and being one of the limits of the approach surface of strip 10-28; THENCE, following the last mentioned line, N. 88°20′10″ E., to its intersection with a line running N. 80°22′43″ E. and being one of the limits of the transitional surface of strip 10-28; THENCE, following a line, in a general Northeasterly direction, to the Southwesterly corner of Lot 11, Range IV; THENCE, following the lot line between lots 11 and 12, Range IV, in a general Northerly direction to the point of commencement, which lands and part of St. Lawrence River and Manicouagan River are shown on Department of Transport Plan No. M-3908, dated March 15, 1973. THE SAID parcels or tracts of land and premises, the outer limits of which are described above, being composed of a bloc, parts of lands bearing no cadastral number, lots and/or part of lots, as follows: 1 to 6 Part of lands bearing no cadastral number 1A 1B 2A 2A-1 to 2A-3 2A-3-1 2A-3-2 2A-4 2A-4-1 2A-5 2A-6 2B 3A 3B 4A 4A-3 4A-4 4B 5 to 11 51 51-59 to 51-64 1 to 23 24-1 24-2 25 to 116 6 to 20 20-1 to 20-8 21 22A 22A-1-1 22A-1-2 22A-1-3 22A-2 to 22A-5 22A-6-1 22A-6-2 22A-7 to 22A-23 22B 23A 23A-1 to 23A-8 23A-9-1 23A-9-2 23A-10 to 23A-16 23B 24A 24A-1 to 24A-10 24A-13-1 24A-13-2 24A-14-1 24A-14-2 24A-15 to 24A-22 24A-24 24A-24-6 24A-24-9 to 24A-24-11 24A-24-13 24A-24-15 to 24A-24-17 24A-24-19 to 24A-24-25 24A-24-29 to 24A-24-32 24A-24-40 24A-24-43 to 24A-24-25 24A-24-47 24A-24-49 24A-24-50 24A-24-53 24A-24-55 to 24A-24-71 24A-25 and 24A-26 24A-28 to 24A-36 24B 24B-1 to 24B-9 24B-10-1 and 24B-10-2 24B-11 24B-12 Being a surface abutting each end of each strip associated with runways 10-28 and 16-34, consisting of an inclined plane having a ratio of one (1) foot measured vertically to fifty (50) feet measured horizontally, rising to an imaginary horizontal line drawn at right angles to the projected centre line of each strip two hundred (200) feet measured vertically above the elevation at the end of each strip and ten thousand (10,000) feet measured horizontally from the end of each strip, the outer ends of each imaginary horizontal line being two thousand (2,000) feet from each projected centre line, which surface is shown on Department of Transport Plan No. M-3908, dated March 15, 1973. Being an imaginary surface consisting of a common plane established at a constant elevation of one hundred and fifty (150) feet above the assigned elevation of the airport reference point, and where the common plane described in paragraph (a) is less than thirty (30) feet above the surface of the ground, an imaginary surface located thirty (30) feet above the surface of the ground, which outer surface is shown on Department of Transport Plan No. M-3908, dated March 15, 1973. The strips associated with existing runway 10-28 and proposed runway 16-39 are one thousand (1,000) feet in width, five hundred (500) feet being on each side of the centre line of the runway, and eight thousand four hundred (8,400) feet in length, and are shown on Department of Transport Plan No. M-3908, dated March 15, 1973. Being a surface consisting of an inclined plane rising at a ratio of one (1) foot measured vertically to seven (7) feet measured horizontally at right angles to the centre line and centre line production 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, all as shown on Department of Transport Plan No. M-3908, dated March 15, 1973.