Government of Canada / Gouvernement du Canada
Symbol of the Government of Canada

Search

Baie Comeau Airport Zoning Regulations (C.R.C., c. 75)

Regulations are current to 2020-11-17

SCHEDULE(Sections 2 and 4)

PART IAirport Reference Point

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.

PART IIDescription of Outer Limits of Lands

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:

Bloc A

Township of Manicouagan

Range I, Lots:

  • VI 
    1 to 6

Range II:

  • Part of lands bearing no cadastral number

Range III:

  • Part of lands bearing no cadastral number

Range IV, Lots:

  • 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

Range A:

  • 1 to 23
  • 24-1
  • 24-2
  • 25 to 116

Range Manicouagan:

  • 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

PART IIIDescription of Each Approach Surface

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.

PART IVDescription of the Outer Surface

Being an imaginary surface consisting of

  • (a) 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

  • (b) 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.

PART VDescription of Each Strip

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.

PART VIDescription of Each Transitional Surface

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.

 
Date modified: