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1In this Act

“coordinate monument” means a brass, bronze or aluminum cap or plate established and maintained in accordance with section 3;(borne de coordonnées)

“coordinate survey system” means a system established under section 2;(système d’arpentage par coordonnées)

“corner” means a point in an intersection of boundaries of land;(coin)

“Corporation” Repealed: 1998, c.12, s.20

“legal monument” means a device planted by a surveyor;(borne cadastrale)

“survey” means a survey to define the boundaries of land;(arpentage)

“surveyor” means a New Brunswick Land Surveyor.(arpenteur)

1967, c.23, s.1; 1989, c.N-5.01, s.40; 1998, c.12, s.20; 1999, c.4, s.1

Establishment of a coordinate survey system

2Service New Brunswick shall establish and maintain a system of plane rectangular coordinates for locating points on the earth’s surface.

1967, c.23, s.2; 1986, c.8, s.123; 1989, c.N-5.01, s.40; 1998, c.12, s.20; 1999, c.4, s.2

Director of Surveys

3(1)A surveyor with at least five years experience as such shall be designated as Director of Surveys by Service New Brunswick.

3(2)For the purposes of the coordinate survey system, the Director of Surveys shall establish and maintain coordinate monuments each being a brass, bronze or aluminum cap or plate suitably inscribed and

(a) imbedded in a reinforced concrete post set in a concrete base, or

(b) placed as prescribed by the regulations.

1967, c.23, s.3; 1989, c.N-5.01, s.40; 1998, c.12, s.20; 1999, c.4, s.3

Duty of surveyor

4(1)Under the coordinate survey system, a surveyor shall set out bearings of boundary lines in terms of grid azimuth, and distances in metres.

Form of report, note or plan of surveyors

4(2)Subject to any requirement respecting further particulars, when a surveyor makes a report, note or plan of any survey under the coordinate survey system, he shall describe a parcel of land

(a) by the legal monuments at the corners with their respective coordinates, or

(b) by the corners in terms of coordinates.

1967, c.23, s.4; 1979, c.69, s.1; 1999, c.4, s.4

Power of Cabinet respecting integrated survey area

5The Lieutenant-Governor in Council

(a) may constitute any portion of the Province an integrated survey area and define the boundaries thereof, and

(b) may extend, reduce, subdivide or annul any existing integrated survey area or merge it in whole or in part with any other.

1967, c.23, s.5; 1999, c.4, s.5

Filing respecting integrated survey area plan

6(1)When an integrated survey area has been constituted, the Director of Surveys shall file in the registry office of the county where the lands are situated,

(a) a plan of the area setting forth

(i) the coordinate monuments established, and

(ii) an authentication by the Director of Surveys, and

(b) a schedule setting forth the respective values of the coordinate monuments.

Filing respecting amended integrated survey area plan

6(2)When a plan filed under subsection (1) is amended, the Director of Surveys

(a) shall file in the registry office in which the plan was filed, an amended plan showing

(i) any coordinate monuments not affected,

(ii) any coordinate monuments destroyed,

(iii) any additional coordinate monuments established, and

(iv) an authentication by the Director of Surveys, and

(b) shall file in that registry office a certificate showing any new or amended values of coordinate monuments shown on the plan,

and thereupon the amended plan becomes the official plan of the coordinate monuments and the amended values become the official values for the affected coordinate monuments.

1967, c.23, s.6; 1999, c.4, s.6

Duty of surveyor to tie to coordinate monuments

7Where an integrated survey area has been constituted, every surveyor shall tie to the coordinate monuments, all legal monuments established by him thereafter that pertain to

(a) crown lands,

(b) subdivisions where a subdivision plan is required under the Community Planning Act, and

(c) parcels of land which the owners thereof request to be included.

1967, c.23, s.7; 1999, c.4, s.7

Survey plan respecting integrated survey area

8(1)Where a surveyor prepares a subdivision or other plan pursuant to section 7, he shall not certify to the correctness of the plan unless it represents a survey carried out by the surveyor or under his personal supervision or direction, and the standard of survey employed is in accordance with the regulations.

8(2)Unless a surveyor has certified to the correctness of a plan, the Director of Surveys shall not accept it.

8(3)When the Director of Surveys accepts a plan, such acceptance does not constitute an adjudication on title.

8(4)This section applies only to integrated survey areas as constituted under section 5.

1967, c.23, s.8; 1973, c.74, s.73; 1999, c.4, s.8

Filing of value of coordinate monuments

9The values of coordinate monuments shall be filed in the Office of and under the direction of the Director of Surveys and when so filed shall be deemed to be correct and the method of arriving at these values is set out in Schedule A.

1967, c.23, s.9; 1969, c.23, s.9; 1979, c.69, s.2; 1983, c.89, s.1; 1999, c.4, s.9

Survey plan filed between August 1, 1979 and December 31, 1979

9.1Notwithstanding subsection 4(1) and section 9, a subdivision or other plan of any survey under the coordinate survey system which was filed between August 1, 1979 and December 31, 1979, is not improperly filed by virtue of the fact that distances and coordinates are not expressed in metres.

1981, c.74, s.1; 1983, c.89, s.2; 1999, c.4, s.10

Subdivision plan or any other plan of survey filed within six months after the commencement of section 9.2

9.2Notwithstanding section 9, a subdivision plan or any other plan of survey prepared under the ATS77 datum, as described in Schedule A as it read immediately before the commencement of this section, may be filed at any time within six months after the commencement of this section, and a subdivision plan or any other plan of survey that is so filed is not improperly filed by virtue of the fact it was prepared in that manner.

1999, c.4, s.11

Lost legal monuments

10When legal monuments established under sections 7 and 8 are lost,

(a) coordinates of the parcel of land described, and

(b) coordinates derived from the plan for the legal monuments pertinent to the survey,

are primary evidence of their position.

1967, c.23, s.10; 1999, c.4, s.12

Power of trespass

11(1)The Director of Surveys

(a) may enter upon private property for the purpose of this Act, and

(b) may establish and maintain coordinate monuments at such places as he sees fit upon private property.

11(2)A surveyor, his assistant or any person authorized by Service New Brunswick may enter upon private property in the course of a survey for the purpose of tying to a coordinate monument.

11(3)Where no damage is done, no person has any right of action for trespass or damage resulting from the establishment, maintenance or use of the coordinate survey system as authorized by this Act.

1967, c.23, s.11; 1986, c.8, s.123; 1989, c.N-5.01, s.40; 1998, c.12, s.20; 1999, c.4, s.13

Offences and penalties

12A person who obstructs the Director of Surveys or any surveyor appointed by the Director of Surveys in the establishment or maintenance of coordinate monuments commits an offence punishable under Part II of the Provincial Offences Procedure Act as a category E offence.

1967, c.23, s.12; 1990, c.61, s.135; 1999, c.4, s.14

Offences and penalties

13A person who obstructs the Director of Surveys, a surveyor, a surveyor’s assistant or any person authorized by Service New Brunswick in making a survey or tying to a coordinate monument under this Act commits an offence punishable under Part II of the Provincial Offences Procedure Act as a category E offence.

1967, c.23, s.13; 1989, c.N-5.01, s.40; 1990, c.61, s.135; 1998, c.12, s.20; 1999, c.4, s.15

Offences and penalties

14A person who violates or fails to comply with any provision of the regulations commits an offence punishable under Part II of the Provincial Offences Procedure Act as a category B offence.

1967, c.23, s.14; 1990, c.61, s.135

Municipal agreements and advisory councils

15Repealed: 1999, c.4, s.16

1967, c.23, s.15; 1986, c.8, s.123; 1999, c.4, s.16

Regulations

16The Lieutenant-Governor in Council may make regulations

(a) respecting coordinate monuments and legal monuments;

(b) prescribing standards of survey;

(c) respecting the recording of surveys;

(d) prescribing forms and the procedure for submitting reports, notes and plans of survey;

(e) respecting large scale mapping;

(f) prescribing penalties for violation of the regulations;

(g) for the better administration of this Act.

1967, c.23, s.16; 1999, c.4, s.17

SCHEDULE A

The New Brunswick Plane Rectangular Coordinate Projection is a stereographic double projection of the NAD83 (CSRS) geocentric ellipsoid, on a secant plane. The North American Datum of 1983 has been redefined through the Canadian Spatial Reference System (CSRS). It will be identified as NAD83 (CSRS). The dimensions of the NAD83 (CSRS) ellipsoid are as follows:

Semi-major axis (Equatorial Radius) =

6,378,137.0 metres

Semi-minor axis (Polar Semi-diameter) =

6,356,752.3141 metres

The datum in New Brunswick is defined in terms of the values of the Canadian Base Network (CBN) stations determined from version 2.0 of the Canadian adjustment prepared by the Geodetic Survey Division of Natural Resources Canada. The values for the six New Brunswick CBN stations are listed as follows:

Holtville	941001
Geodetic Latitude	46°30′56.4624″
Goedetic Longitude	66°28′57.6846″

Edmundston	941002
Geodetic Latitude	47°24′04.0613″
Goedetic Longitude	68°21′50.2808″

Bathurst	941003
Geodetic Latitude	47°37′18.5644″
Goedetic Longitude	65°47′02.8771″

Moncton	941004
Geodetic Latitude	46°07′55.0799″
Goedetic Longitude	64°57′32.6874″

Saint John	941005
Geodetic Latitude	45°17′43.1518″
Goedetic Longitude	66°06′42.2659″

Moore’s Mills	941006
Geodetic Latitude	45°18′29.2783″
Goedetic Longitude	67°14′53.2404″

The true origin of the New Brunswick Plane Rectangular Coordinate System is a point at Latitude 46°30′ North and Longitude 66°30′ West as defined by the NAD83 (CSRS) ellipsoid. The Y axis, North Axis, is the Geodetic Meridian through the origin, and the X axis, East axis, is the straight line through the origin perpendicular to the Y axis. The scale factor at the origin is 0.999912 and the radius of the projection sphere is 6,379,222.285… metres.

Coordinates are considered positive to the East and to the North. To avoid negative values, the origin has been given the coordinates:

X = 2,500,000 metres

Y = 7,500,000 metres

The position of a point shall be defined by two expressions, each given in metres and decimals of a metre. The first of such expressions, to be known as the X coordinate minus 2,500,000 metres, shall indicate the perpendicular distance from the Y axis. When the distance is positive, the point is east of the origin; and when the distance is negative, the point is west of the origin. The second expression, to be known as the Y coordinate minus 7,500,000 metres, shall indicate the perpendicular distance from X axis. When the distance is positive, the point is north of the origin; and when the distance is negative, the point is south of the origin.

The coordinates shall be made to depend upon

(a) the values of the six New Brunswick Canadian Base Network stations set out in this schedule, or

(b) the values of the densification of the Canadian Base Network carried out by Service New Brunswick for the purpose of establishing the New Brunswick High Precision Network.

1979, c.69, s.3; 1983, c.89, s.3; 1999, c.4, s.18

SCHEDULE B

Repealed: 1983, c.89, s.4

1979, c.69, s.3; 1983, c.89, s.4

N.B. This Act is consolidated to September 1, 2011.

S-17 - Surveys Act

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