R.R.O. 1990, Reg. 1029: SURVEY METHODS

 

Surveys Act
Loi sur l’arpentage

R.R.O. 1990, REGULATION 1029

SURVEY METHODS

Consolidation Period: From December 31, 1990 to the e-Laws currency date.

No amendments.

This Regulation is made in English only.

PART I
GENERAL

1. The method of performing the survey in the provision of the Act referred to in paragraph 1 of Methods 2 to 9, 11 to 41, 43 to 80, 82 to 117, 119 to 143 and 146 to 166 shall be by the method set out in paragraph 2 and as illustrated by the sketch or sketches in paragraph 3 of each Method.  R.R.O. 1990, Reg. 1029, s. 1.

2. The usual practice in the original survey for the type of township in the provision of the Act referred to in paragraph 1 of Methods 1, 10, 42, 81, 118, 144 and 145 is illustrated by the sketch or sketches in paragraph 2 of each Method.  R.R.O. 1990, Reg. 1029, s. 2.

PART II
FRONT AND REAR TOWNSHIPS

METHOD 1

1. Section 13, subsection 1, a “front and rear township” is one where the usual practice in the original survey was to survey the boundaries, base lines, if any, and the side lines of the lots and establish the corners of the lots and make road allowances between each concession and along the side lines between each second lot.

2. SKETCH

Text alternative: Sketch demonstrating Method 1 showing a front and rear township survey system, including base lines, surveyed corners, and side lines of lots, as well as road allowances in accordance with Section 13, subsection 1. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 1.

METHOD 2

1. Section 13, subsection 2, paragraph 2, to re-establish part of an obliterated township boundary or base line in a front and rear township where no evidence of the original position of the boundary or line exists.

2. Join the nearest ascertainable points on the side line as intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 2 being a method to re-establish part of an obliterated township boundary or base line in a front and rear township in accordance with Section 13, subsection 2, paragraph 2. The sketch shows the obliterated Base Line labelled as “A” and “B” with both points identified as the Ascertainable Point and obliterated township boundary labelled as “C” and “D” with both points identified as the Ascertainable Point. This text alternative is provided for convenience only and does not form part of the official law.

Re-establish obliterated part of base line by joining ascertainable points A and B as intended in the original survey*

Re-establish obliterated part of township boundary by joining ascertainable points C and D as intended in the original survey.

R.R.O. 1990, Reg. 1029, Meth. 2.

METHOD 3

1. Section 13, subsection 2, paragraph 3, to re-establish an obliterated side line or part thereof in a front and rear township where no evidence of the original position of the side line exists.

2. Join the nearest ascertainable points on the side line as intended in the original survey and, where the end of the side line is also obliterated, measure along the base line or township boundary in the manner intended the distance shown on the original plan and field notes.

3. SKETCH

Text alternative: Sketch demonstrating Method 3 being a method to re-establish part of an obliterated side line in a front and rear township in accordance with Section 13, subsection 2, paragraph 3. The sketch shows an obliterated side line labelled as “E” and “D” with both points labelled Ascertainable Points. This text alternative is provided for convenience only and does not form part of the official law.

Survey line measured from A to B in the original survey. Re-establish point B by measuring distance A to B as made in the original survey.

Re-establish obliterated part of side line D-E by joining ascertainable points D and E as intended in the original survey.

R.R.O. 1990, Reg. 1029, Meth. 3.

METHOD 4

1. Section 13, subsection 2, paragraph 4, to re-establish a lost lot corner in a front and rear township when no evidence of the original position of the corner exists.

2. Determine the distance along the side line between the two nearest undisputed lot corners, one being on either side of the lost corner, and establish the lost corner by dividing the distance proportionately as intended in the original survey, having regard for any road allowance made in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 4 being a method to re-establish a lost lot corner in a front and rear township in accordance with Section 13, subsection 2, paragraph 4. The sketch shows a line labelled “A” and “D” at the ends, identified as undisputed lot corners, with points “B” and “C” in between them identified as the lost corners. The sketch shows another line labelled “X” and “Z” at the ends, identified as undisputed lot corners, with points “Y” in between them identified as the lost corner. This text alternative is provided for convenience only and does not form part of the official law.

Establish lost lot corners C and B by dividing the distance between undisputed lot corners A and D proportionately as intended in the original survey, having due regard for the road allowance made in the original survey.

Establish lost corner Y by dividing the distance between undisputed lot corners X and Z proportionately as intended in the original survey, having due regard for any allowance for road made in the original survey.

R.R.O. 1990, Reg. 1029, Meth. 4.

METHOD 5

1. Section 14, to establish the boundary of a lot shown on the original plan but not surveyed in the original survey in a front and rear township.

2. Join the two established corners of such lot with a straight line.

3. SKETCH

Text alternative: Sketch demonstrating Method 5 being a method to establish the boundary of a lot shown on the original plan but not surveyed in the original survey in a front and rear township in accordance with Section 14. The sketch shows a line labelled “A”, “B”, “C”, “D”, “E” and “F” and a line labelled “G”, “H”, “I”, “J”, “K” and “L”, both lines identified as “Not Surveyed in Original Survey”. This text alternative is provided for convenience only and does not form part of the official law.

Join A-B, B-C, D-E, E-F, for boundaries of lots not surveyed in the original survey.

Join G-H, H-I, J-K, K-L, for boundaries of lots not surveyed in the original survey.

R.R.O. 1990, Reg. 1029, Meth. 5.

METHOD 6

1. Section 15, to define the front of a concession in a front and rear township when the concessions are numbered or lettered.

2. The front of a concession is the boundary of the concession that is nearest the boundary of the township from which the concessions are numbered or lettered.

3. SKETCH

Text alternative: Sketch demonstrating Method 6 being a method to define the front of a concession in a front and rear township in accordance with Section 15 when the concessions are numbered or lettered. Sketch shows 4 concessions labelled 1, 2, 3 and 4. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 6.

METHOD 7

1. Section 15, to define the front of a concession in a front and rear township in which the concessions are not numbered or lettered.

2. The front of a concession is the boundary of the concession nearest to the boundary of the township or the base line along which the width of the first lot was measured in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 7 being a method to define the front of a concession in a front and rear township in accordance with Section 15 when the concessions are not numbered or lettered.  Sketch shows 3 concessions with no numbers or letters. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 7.

METHOD 8

1. Section 16, subsection 1, to define the aliquot part of a lot in a front and rear township.

2. The aliquot part of a lot is the aliquot part of the area of the lot whether the area so determined is more or less than that expressed in any grant or other instrument that intended to describe the part.

3. SKETCH

Text alternative: Sketch demonstrating Method 8 being a method to define the aliquot part of a lot in a front and rear township in accordance with Section 16, subsection 1. The sketch shows a large rectangle, the corners labelled as “A”, “B”, “C” and “D”.  At the upper right of the large rectangle is a smaller rectangle labelled “E”, “B”, “G” and “F”.  The rectangle formed by “E” “B” “G” and “F” is identified as the “North 2/5 of East ½”. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 8.

METHOD 9

1. Section 16, subsection 2, to survey the boundaries of an aliquot part of a lot in a front and rear township of which lot no aliquot part was surveyed before the 1st day of January, 1959.

2. Survey the boundaries on the astronomic course intended in the original survey for the side lines of the lot or on the astronomic course intended for the base line of the township, as the case may be.

3. SKETCH

Text alternative: Sketch demonstrating Method 9 being a method to survey the boundaries of an aliquot part of a lot in a front and rear township in accordance with Section 16, subsection 2.  The sketch shows a large rectangle, the corners are identified as “A”, “C”, “H” and “F”.  The larger rectangle is split is half by a line labelled “B” and “G” forming a rectangle being “B”, “C”, “H” and “G”.  This rectangle is identified as “East ½”.  The second rectangle formed by “A”, “B”, “G” and “F” is split into two smaller rectangles by a line labelled “D” and “E”.  The rectangle formed by “A”, “B”, “E” and “D” is identified as “North 3/5 of the West ½” and the rectangle formed by “D”, “E”, “G” and “F” is identified as the “South 2/5 of the West ½”. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 9.

R.R.O. 1990, PART III
SINGLE FRONT TOWNSHIPS

METHOD 10

1. Section 17, subsection 1, a “single front township” means a township where the usual practice in the original survey was to survey the township boundaries, the front lines of the concessions, the proof lines and base lines, if any, and divide the concessions in lots having regular dimensions and establish the lot corners on the front of each concession and make road allowances of uniform width between each concession and across the concessions between certain lots.

2. (i) SKETCH

Text alternative: Sketches demonstrating Method 10 showing single front township survey system, including base lines, surveyed corners, and side lines of lots, as well as road allowances in accordance with Section 17, subsection 1. This text alternative is provided for convenience only and does not form part of the official law.

(ii) SKETCH

Text alternative: Sketches demonstrating Method 10 showing single front township survey system, including base lines, surveyed corners, and side lines of lots, as well as road allowances in accordance with Section 17, subsection 1. This text alternative is provided for convenience only and does not form part of the official law.

(iii) SKETCH

Text alternative: Sketches demonstrating Method 10 showing single front township survey system, including base lines, surveyed corners, and side lines of lots, as well as road allowances in accordance with Section 17, subsection 1. This text alternative is provided for convenience only and does not form part of the official law.

(iv) SKETCH

Text alternative: Sketches demonstrating Method 10 showing single front township survey system, including base lines, surveyed corners, and side lines of lots, as well as road allowances in accordance with Section 17, subsection 1. This text alternative is provided for convenience only and does not form part of the official law.

 

Note: This type of single front township does not conform to the usual method of survey of single front townships. It is sometimes referred to as the alternate concession, single front township. It should be noted that road allowances were made between alternate concessions and the front line of such alternate concessions only were surveyed.

(v) SKETCH

Text alternative: Sketches demonstrating Method 10 showing single front township survey system, including base lines, surveyed corners, and side lines of lots, as well as road allowances in accordance with Section 17, subsection 1. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 10.

METHOD 11

1. Section 17, subsection 2, paragraph 2, to re-establish a lost lot corner in a single front township on a township boundary where no evidence of the lost corner exists.

2. Determine the distance between the two nearest undisputed corners on the township boundary, one being on either side of the lost corner, and re-establish the lost lot corner by dividing the distance proportionately as intended in the original survey, having due regard for any road allowance made in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 11 being a method to re-establish a lost lot corner in a single front township on a township boundary in accordance Section 17, subsection 2, paragraph 2. The sketch shows two points labelled “A” and “B”, identified as “Undisputed corner” with a point between “A” and “B” labelled “C” and identified as “lost corner”. It also shows two points labelled “X” and “Z”, identified as “Undisputed corner” with a point between “X” and “Z” labelled “Y” and identified as “lost corner”. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 11.

METHOD 12

1. Section 17, subsection 2, paragraph 2, to re-establish a lost lot corner in a single front township on the front of a concession where no evidence of the lost corner exists.

2. Determine the distance between the two nearest undisputed corners on the front of a concession, one being on either side of the lost corner, and re-establish the lost lot corner by dividing the distance proportionately as intended in the original survey, having due regard for any road allowance made in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 12 being a method to re-establish a lost lot corner in a single front township on the front of a concession in accordance with Section 17, subsection 2, paragraph 2. The sketch shows two points labelled “A” and “B”, identified as “Undisputed Corner” with a point between “A” and “B” identified as “lost lot corner on the front concession”.  This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 12.

METHOD 13

1. Section 17, subsection 2, paragraph 3, to re-establish part of a township boundary, base line or concession line in a single front township which is obliterated and where no evidence of the original position of the boundary or line exists.

2. Join the nearest ascertainable points on the obliterated boundary or line as intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 13 being a method to re-establish part of an obliterated township boundary or base line in a single front township in accordance with Section 17, subsection 2, paragraph 3. The sketch shows obliterated lines labelled “A” and “B”, “C” and “D”, and “E” and “F”. All points identified as Ascertainable Point. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 13.

METHOD 14

1. Section 17, subsection 2, paragraph 4, in a single front township to re-establish a side line of a lot, surveyed in the original survey as a proof line, where the line is obliterated and no evidence of the original position of the line exists.

2. Re-establish by joining the two nearest ascertainable points on the obliterated line as intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 14 being a method to re-establish a side line of a lot where the line is obliterated in a single front township in accordance with Section 17, subsection 2, paragraph 4. The sketch shows the obliterated line labelled as “A” and “B” with both points identified as the Nearest Ascertainable corner. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 14.

METHOD 15

1. Section 17, subsection 2, paragraph 5, to re-establish a concession line in a single front township and the front line of the concession is broken by a lake or river at its end and is obliterated beyond the last ascertainable point and no evidence of the original position of the line exists.

2. Re-establish the concession line, on the same astronomic course as shown on the original plan and field notes, from the last ascertainable point on the concession line.

3. SKETCH

Text alternative: Sketch demonstrating Method 15 being a method to re-establish an obliterated concession line broken by a lake or river in a single front township in accordance with Section 17, subsection 2, paragraph 5. The sketch shows the obliterated line labelled “A” and “B” with “B” identified as the last ascertainable point. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 15.

METHOD 16

1. Section 17, subsection 2, paragraph 6, to re-establish a lost lot corner in a single front township, where the corner is beyond the last undisputed corner on the front of a concession broken by a lake or river at its end and where no evidence of the original position of the lost corner exists.

2. Re-establish the corner by measuring along the front of the concession the distance shown on the original plan and field notes from the last undisputed corner on the concession line.

3. SKETCH

Text alternative: Sketch demonstrating Method 16 being a method to re-establish a lost lot corner on a concession line broken by a lake or river in a single front township in accordance with Section 17, subsection 2, paragraph 6. The sketch shows a lot corner along the front of the concession labelled “C” and identified as last undisputed corner. Points “A” and “B” are lot corners between “C” and a lake. Both are identified as lost corners. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 16.

METHOD 17

1. Section 18, to define the front of a concession in a single front township.

2. That boundary of the concession that is nearest the boundary of the township from which the concessions are numbered or lettered.

3. SKETCH

Text alternative: Sketch demonstrating Method 17 being a method to define the front of a concession in a single front township in accordance with Section 18. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 17.

METHOD 18

1. Section 19, to re-establish the whole of the front boundary of a concession in a single front township that is obliterated and no evidence of the position of the original line exists.

2. Re-establish the obliterated front boundary of the concession by giving to the lots in each of the adjacent concessions a depth proportionate to that intended in the original survey, having due regard for any road allowance made in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 18 being a method to re-establish the front of an obliterated concession in a single front township in accordance with Section 19. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 18.

METHOD 19

1. Section 19, to re-establish the whole of the front boundary of a concession in a single front township that was not surveyed in the original survey.

2. Establish the front boundary of the concession by giving to the lots in each of the adjacent concessions a depth proportionate to that shown on the original plan and field notes, having due regard for any road allowance made in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 19 being a method to re-establish the front of a concession in a single front township where the front of the concession was not surveying in the original survey in accordance with Section 19. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 19.

METHOD 20

1. Section 20, to establish the side lines of lots and the front boundary of a concession in a single front township where the front boundary of the concession was not surveyed in the original survey.

2. Survey the side lines, from the corners of the lots on the front of the concession in rear of the lots being surveyed, to the proportionate depth of the concession as shown on the original plan and field notes, having due regard for any road allowances made in the original survey, and a straight line joining the ends of the lot lines surveyed in this manner constitutes the front of the concession not surveyed in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 20 being a method to establish side lines and front of a concession in a single front township where the front of the concession was not surveyed in the original survey in accordance with Section 20. The sketch shows several points along the front of a concession labelled “A”, “B”, “C”, “D”, “E”, “F”, “G”, “H”, “I”, “J” and “K” and Points labelled “P” and “Q” an the front of another concession representing points surveyed in the original survey. Other points along the front of a concession labelled “W”, “X”, “Y” and “Z” represent points not surveyed in the original survey. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 20.

METHOD 21

1. Section 21, paragraph 1, to establish in a concession the side line of a lot in a single front township that was not surveyed in the original survey and the boundary line of the concession at the end from which the lots are numbered is unbroken and no proof line was surveyed in the original survey.

2. Establish the side line on the same astronomic course as the boundary of the concession at the end from which the lots are numbered, if so intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 21 being a method to establish a side line in a single front concession in a concession with no proof line where the end is unbroken in accordance with Section 21, paragraph 1.  The sketch shows a concession boundary labelled “A” and “B”. There is a note that the side lines of the lots are to be established on the same astronomic course as the concession boundary “A” - “B”. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 21.

METHOD 22

1. Section 21, paragraph 1, to establish in a concession the side line of a lot in a single front township that was not surveyed in the original survey and the boundary line of the concession at the end of the concession from which the lots are numbered was not surveyed in the original survey because it was wholly broken by a lake or river and no proof line was surveyed in the original survey.

2. Establish the side line on the same astronomic course as the concession boundary at the end opposite to that from which the lots are numbered, if so intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 22 being a method to establish a side line in a single front township in a concession with no proof line where the end is broken in accordance with Section 21, paragraph 1.  The sketch shows a concession boundary labelled “C” and “D”. There is a note that the side lines of the lots are to be established on the same astronomic course as the concession boundary “C” - “D”. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 22.

METHOD 23

1. Section 21, paragraph 1, to establish in a concession the side line of a lot in a single front township that was not surveyed in the original survey and a proof line was surveyed in the original survey.

2. Establish the side line on the same astronomic course as the proof line on that side of the proof line which is farthest from the concession boundary which was intended to govern the course of the side line.

3. SKETCH

Text alternative: Sketch demonstrating Method 23 being a method to establish a side line in a single front township in a concession with a proof line where the end is broken in accordance with Section 21, paragraph 1.  The sketch shows a concession boundary labelled “A” and “B” and a proof line labelled “C” and “D”. Notes indicate when to use the concession line to establish the side lines and when to use the proof line to establish the side lines. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 23.

R.R.O. 1990, METHOD 24

1. Section 21, paragraph 2, to establish in a concession the side line of a lot in a single front township that was not surveyed in the original survey and the side lines of the lots were not intended to be surveyed on the astronomic course of the boundary at either end of the concession and the boundaries at the ends of the concession are not broken by a lake or river and no proof line was surveyed in the original survey.

2. Establish the side line at the angle with the boundary at the end of the concession from which the lots are numbered, as shown on the original plan and field notes.

3. SKETCH

Text alternative: Sketch demonstrating Method 24 being a method to establish a side line not surveyed in the original survey in a concession with no proof line and the side lines were not intended to be surveyed on the same astronomic course as the end of the concession in a single front township in accordance with Section 21, paragraph 2.  The sketch shows a concession boundary labelled “A” and “B” and an angle to be used to establish side lines within the concession. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 24.

METHOD 25

1. Section 21, paragraph 2, to establish in a concession the side line of a lot in a single front township that was not surveyed in the original survey and the side lines of the lots were not intended to be surveyed on the astronomic course of the concession boundary at either end of the concession and the boundary at the end of the concession from which the lots are numbered is wholly broken by a lake or river and no proof line was surveyed in the original survey.

2. Establish the side line of the lot at the angle with the concession boundary at the end of the concession opposite to the end from which the lots are numbered, as shown on the original plan and field notes.

3. SKETCH

Text alternative: Sketch demonstrating Method 25 being a method to establish a side line not surveyed in the original survey in a concession broken at the ends with no proof line and the side lines were not intended to be surveyed on the same astronomic course as the end of the concession in a single front township in accordance with Section 21, paragraph 2.  The sketch shows a concession boundary labelled “A” and “B” and an angle to be used to establish side lines within the concession. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 25.

METHOD 26

1. Section 21, paragraph 2, to establish in a concession the side line of a lot in a single front township that was not surveyed in the original survey and the side lines were not intended to be surveyed on the astronomic course of the concession boundary at either end of the concession and a proof line was surveyed in the original survey.

2. Establish the side line on the same astronomic course as the proof line on that side of the proof line which is farthest from the concession boundary which was intended to govern the course of the side line.

3. SKETCH

 

Text alternative: Sketch demonstrating Method 26 being a method to establish a side line not surveyed in the original survey in a concession with a proof line and the side lines were not intended to be surveyed on the same astronomic course as the end of the concession in a single front township in accordance with Section 21, paragraph 2. The sketch shows a side line labelled as proof line with a note to establish the side lines on same astronomic course as Proof line. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 26.

METHOD 27

1. Section 21, paragraph 3, to establish in a concession the side line of a lot in a single front township that was not surveyed in the original survey and the end boundaries of the concession were not surveyed in the original survey because they were wholly broken by a lake or river and the front boundary of the concession was surveyed as a straight line across the entire length of the concession and no proof line was surveyed in the original survey.

2. Establish the side line at the angle with the front boundary of the concession, as shown on the original plan and field notes.

3. SKETCH

 

Text alternative: Sketch demonstrating Method 27 being a method to establish a side line not surveyed in the original survey in a concession broken at the ends with no proof line and the front of the concession was surveyed as a straight line in a single front township in accordance with Section 21, paragraph 3.  The sketch shows a side line with an angle and a note to establish the side lines with the same angle as per the original plan and field notes. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 27.

METHOD 28

1. Section 21, paragraph 3, to establish in a concession the side line of a lot in a single front township that was not surveyed in the original survey where the end boundaries of the concession were not surveyed in the original survey because they were wholly broken by a lake or river and the front boundary of the concession was surveyed with parts having different courses in the original survey and no proof line was surveyed in the original survey.

2. Establish the side line of the lot at the angle with the course of each of the parts of the front boundary of the concession, as shown on the original plan and field notes.

3. SKETCH

 

Text alternative: Sketch demonstrating Method 28 being a method to establish a side line not surveyed in the original survey in a concession broken at the ends with no proof line and the front of the concession was surveyed having different courses in a single front township in accordance with Section 21, paragraph 3.  The sketch shows points along the front of the concession labelled “A”, “B” and “C”, angles are also shown with a note to establish the side lines with the same angle along that course as per the original plan and field notes. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 28.

METHOD 29

1. Section 21, paragraph 4, to establish in a concession the side line of a lot in a single front township that was not surveyed in the original survey and the end boundaries of the concession were not surveyed in the original survey because they were wholly broken by a lake or river and a proof line was surveyed in the original survey.

2. Establish the side line on the same astronomic course as the proof line.

3. SKETCH

 

Text alternative: Sketch demonstrating Method 29 being a method to establish a side line not surveyed in the original survey in a concession broken at the ends with a proof line in a single front township in accordance with Section 21, paragraph 4.  The sketch shows a side line labelled “A” and “B”, identified as a proof line with a note to establish the side lines on same astronomic course as Proof line. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 29.

METHOD 30

1. Section 21, paragraph 5, to establish in a concession a side line of a lot in a single front township that was not surveyed in the original survey and the end boundaries of the concession were not surveyed in the original survey because they are wholly broken by a lake or river and two or more proof lines were surveyed in the original survey.

2. Establish the side lines between the end boundary of the concession from which the lots are numbered and the second proof line from that boundary on the same astronomic course as the first proof line from that boundary of the concession and establish the side lines between the second and the third proof lines on the same astronomic course as the second proof line and establish the side lines between the third and the fourth proof lines on the same astronomic course as the third proof line and, where other proof lines were surveyed, continue in the same manner throughout the concession.

3. SKETCH

Text alternative: Sketch demonstrating Method 30 being a method to establish a side line not surveyed in the original survey in a concession broken at the ends with two or more proof lines in a single front township in accordance with Section 21, paragraph 5.  The sketch shows several side lines identified as proof lines. There is a note that indicates to which lots the respective proof line governs.  This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 30.

METHOD 31

1. Section 21, paragraph 6, to establish in a concession the side line of a lot in a single front township that was not surveyed in the original survey where the front of the concession is wholly broken by a lake or river and no posts were planted on the bank of the lake or river in the original survey to regulate the widths of the lots.

2. Establish the side lines on the proper astronomic course to the lake or river from the corners of the lots on the front of the concession immediately to the rear of the wholly broken concession.

3. SKETCH

Text alternative: Sketch demonstrating Method 31 being a method to establish a side line not surveyed in the original survey in a broken front concession in a single front township in accordance with Section 21, paragraph 6.  The sketch shows several points along the front of a concession labelled “A” to “N” identifying the front corners of the lots, with a note to establish the side lines in the broken front concession from the identified points. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 31.

METHOD 32

1. Section 21, paragraph 7, to establish in a concession a side line of a lot in a single front township that was not surveyed in the original survey and the concession is partly broken in front and at either end by a lake or river and no posts were planted in the original survey to regulate the width of the lots.

2. Establish the side lines of the broken lots from points on the rear boundary of the concession determined by measuring the distance along the rear boundary between the end boundary of the concession and the intersection of the last ascertainable side line and dividing the distance proportionately as intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 32 being a method to establish a side line not surveyed in the original survey in a broken front concession and the concession is partly broken at either end in a single front township in accordance with Section 21, paragraph 7.  The sketch shows two side lines identified as the last ascertainable side line. The two lines are labelled at one end “Y” and “L”, respectively, the points identified as the “intersection of last ascertainable side line and rear of concession” along the rear of the concession. This text alternative is provided for convenience only and does not form part of the official law.

To establish points A, B, C, divide distance X-Y proportionately as intended in the original survey.

To establish points M, N, O, P, Q, R, divide distance L-S proportionately as intended in the original survey.

R.R.O. 1990, Reg. 1029, Meth. 32.

METHOD 33

1. Section 21, paragraph 7, to establish in a concession a side line of a lot in a single front township that was not surveyed in the original survey and the concession is partly broken in front and wholly broken at either end of the concession by a lake or river and no posts were planted on the bank of the lake or river to regulate the widths of the lots in front and no measurement was made along the rear boundary of the concession to the shore of the lake in the original survey.

2. Establish the side lines of the broken lots from points on the rear boundary of the concession determined by measuring along the rear boundary of the concession the distance intended in the original survey from the intersection of the last ascertainable side line.

3. SKETCH

Text alternative: Sketch demonstrating Method 33 being a method to establish a side line not surveyed in the original survey in a broken front concession and the concession is wholly broken at either end in a single front township in accordance with Section 21, paragraph 7.  The sketch shows two side lines identified as the last ascertainable side line. The lines are labelled at one end “D” and “L”, respectively, the points identified as the “intersection of last ascertainable side line and rear of concession” along the rear of the concession. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 33.

METHOD 34

1. Section 21, paragraph 8, to establish in a concession the side line of a lot in a single front township that was not surveyed in the original survey, where the front of the concession is partly broken by a lake or river which does not extend to the ends of the concession and no posts were planted on the shore of the lake or river in the original survey to regulate the widths of the lots.

2. Establish the side lines of the broken lots from points on the rear boundary of the concession determined by dividing proportionately, as intended in the original survey, the distance between the intersections of the last ascertainable side lines on both sides of the lake or river with the rear of the concession.

3. SKETCH

Text alternative: Sketch demonstrating Method 34 being a method to establish a side line not surveyed in the original survey in a broken front concession and the concession is partly broken by a lake or river which does not extend to the ends of the concession in a single front township in accordance with Section 21, paragraph 8.  The sketch shows two side lines identified as the last ascertainable side line. Points are labelled “A” to “H” along the rear of the concession with a note to establish lot lines from points “A” to “H” on the rear of the concession. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 34.

METHOD 35

1. Section 22, subsection 1, to determine the aliquot part of a lot in a single front township.

2. Determine the aliquot part of the area of the lot whether the area so determined is more or less than the area expressed in any grant or other instrument that intended to describe the part.

3. SKETCH

Text alternative: Sketch demonstrating Method 35, being a method to define the aliquot part of a lot in a single front township in accordance with Section 22, Subsection 1. The sketch shows a large rectangle, the corners labelled as “A”, “B”, “C” and “D”. The large rectangle is divided in two by a line labelled “E” and “H”.  The right half is divided into two by a line labelled “F” and “K” and the left half is divided into two by a line labelled “G” and “J”.  The upper rectangle in the right half is labelled North 2/5 of East Half.  The upper rectangle of the left half is labelled North West ¼ and the lower rectangle is labelled South West ½. This text alternative is provided for convenience only and does not form part of the official law.

Lot A-B-C-D contains by measurement 196 acres. Lot A-B-C-D described in grant as 200 acres. Northwest ¼ A-E-G-J shall be determined as 196/4 acres. North 2/5 of east half E-B-K-F shall be determined as 2/5 of 196/2 acres.

R.R.O. 1990, Reg. 1029, Meth. 35.

METHOD 36

1. Section 22, subsection 2, to establish the boundaries of an aliquot part of a lot in a single front township and the lot is unbroken at either end of the front boundary by a lake or river and no aliquot part of the lot was surveyed before July 1, 1944.

2. Establish the boundaries on the same astronomic course as a side line of a lot not surveyed in the original survey or parallel to a straight line joining the front corners of the lot, as the case may be.

3. SKETCH

Text alternative: Sketch demonstrating Method 36 being a method to define the aliquot part of a broken front lot where the ends of the front are unbroken in a single front township in accordance with Section 22, subsection 2. The sketch shows a large rectangle, which has a lake protruding across the lower line, the corners labelled as “A”, “B”, “C” and “D”. The large rectangle is divided in two by a line labelled “E” and “F”.  The left half is divided into two by a line labelled “G” and “H”.  The right half is labelled East Half.  The upper rectangle of the left half is labelled North West ¼ and the lower rectangle is labelled South West ¼. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 36.

METHOD 37

1. Section 22, subsection 2, to establish the boundaries of an aliquot part of a lot in a single front township and the rear boundary of the lot is unbroken and the front boundary is broken at either end by a lake or river and no aliquot part of the lot was surveyed before July 1, 1944.

2. Establish the boundaries on the same astronomic course as a side line of a lot not surveyed in the original survey or parallel to a straight line joining the rear corners of the lot, as the case may be.

3. SKETCH

Text alternative: Sketch demonstrating Method 37 being a method to define the aliquot part of a broken front lot where the front is broken by a lake or river in a single front township in accordance with Section 22, subsection 2. The sketch shows a large rectangle with the bottom line being the edge of a lake or river with the corners labelled as “A”, “B”, “C” and “D”.  Points “C” and “D” are on the edge of the lake or river.  The large rectangle is divided in two by a line labelled “E” and “H” with “H” being on the edge of the lake or river.  The right half is divided into two by a line labelled “G” and “K” and left half is divided into two by a line labelled “J” and “F”.  The upper rectangle of the right half is labelled North East ¼ and the lower rectangle is labelled South East ¼.  The upper rectangle of the left half is labelled North West ¼ and the lower rectangle is labelled South West ¼. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 37.

METHOD 38

1. Section 22, subsection 2, to establish the boundaries of an aliquot part of a lot in a single front township and both the front boundary and the rear boundary of the lot are broken at either end by a lake or river and no aliquot part of the lot was surveyed before July 1, 1944.

2. Establish the boundaries on the same astronomic course as a side line of a lot not surveyed in the original survey or on the same astronomic course as the front of the concession, as shown on the original plan and field notes, but, if the course is not shown on the original plan and field notes, then on the astronomic course intended for the front of the concession.

3. SKETCH

Text alternative: Sketch demonstrating Method 38 being a method to define the aliquot part of a broken front lot where the front and the rear are broken by a lake or river in a single front township in accordance with Section 22, subsection 2. The sketch shows a large rectangle with the top and bottom lines being the edge of a lake or river with the corners labelled as “A”, “B”, “C” and “D”.  Points “A” and “B” are along the edge of a river and Points “C” and “D” are on the edge of the lake.  The large rectangle is divided in two by a line labelled “E” and “H” with “E” and  “H” being on the edge of the lake or river.  The right half is divided into two by a line labelled “F” and “K” and left half is divided into two by a line labelled “J” and “G”.  The upper rectangle of the right half is labelled North East ¼ and the lower rectangle is labelled South East ¼.  The upper rectangle of the left half is labelled North West ¼ and the lower rectangle is labelled South West ¼. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 38.

METHOD 39

1. Section 23, subsection 1, to determine in a concession in a single front township the course of the township boundary or a proof line to survey a side line in the concession.

2. Determine the course of a straight line joining the front and rear ends of the township boundary or proof line in the concession.

3. SKETCH

Text alternative: Sketch demonstrating Method 39 being a method to determine course of the township boundary or proof line in order to survey a side line in a concession in a single front township in accordance with Section 23, subsection 1. The sketch shows a portion of the township boundary within a concession labelled “A”-”B” and a proof line labelled “C”-”D”. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 39.

METHOD 40

1. Section 23, subsection 2, to determine the course of the front boundary of a concession in a single front township for the purpose of surveying a side line at an angle with the front boundary and the front boundary was surveyed on one course in the original survey.

2. Determine the course of a straight line joining the ends of the front boundary of the concession.

3. SKETCH

Text alternative: Sketch demonstrating Method 40 being a method to determine the course of the front of a concession surveyed in the original survey in order to survey a side line at an angle to the front boundary in a single front township in accordance with Section 23, subsection 2. The sketch shows the front of a concession, the end points labelled “A” and “B”. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 40.

R.R.O. 1990, METHOD 41

1. Section 23, subsection 2, to determine the course of the front boundary of a concession in a single front township for the purpose of surveying a side line at an angle with the front boundary and the front boundary was surveyed on more than one course in the original survey.

2. Determine the course of the straight lines joining the ends of each course of the front boundary of the concession, as shown on the original plan and field notes.

3. SKETCH

Text alternative: Sketch demonstrating Method 41 being a method to determine the course of the front of a concession surveyed in the original survey in order to survey a side line at an angle to the front boundary where the front boundary was surveyed on more than one course in the original survey of a single front township in accordance with Section 23, subsection 2. The sketch shows the front of a concession, the end points labelled “A”, “E” and “F”. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 41.

PART IV
DOUBLE FRONT TOWNSHIPS

METHOD 42

1. Section 24, subsection 1, a “double front township” means a township where the usual practice in the original survey was to survey the township boundaries, the proof lines and base lines, if any, and the concession lines forming the front boundaries of the half lots and to establish the front corners of the half lots and divide the concessions in lots having regular dimensions of 30 chains in width and 66.67 chains in depth and make a road allowance 1 chain wide between every fifth lot and between each concession.

3. SKETCH

Text alternative: Sketch demonstrating Method 42 being the usual practice used in the original survey of a “double front township” in accordance with Section 24, subsection 1. The sketch shows a regular double front township’s lot and concession structure and road allowances as well as the typical location of the survey monuments. This text alternative is provided for convenience only and does not form part of the official law.

 

Note: Concession and township boundaries were generally surveyed by running the centre line of the road allowances between the concessions and along the township boundaries and planting survey posts on the centre line opposite the front corners of the half lots and at the front corners of the half lots.

R.R.O. 1990, Reg. 1029, Meth. 42.

METHOD 43

1. Section 24, subsection 2, paragraph 2, to re-establish a lost lot corner in a double front township on a township boundary and where no evidence of the lost corner exists.

2. Determine the distance between the two nearest undisputed lot corners on the township boundary, one being on either side of the lost corner, and re-establish the lost corner by dividing the distance proportionately as intended in the original survey, having due regard for any road allowance made in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 43 being a method to re-establish a lost lot corner in a double front township on a township boundary and where no evidence of the lost corner exists in accordance with Section 24, subsection 2. The sketch shows a tier of township lots along the front of a concession on a township boundary, the location of the “lost corner” relative to undisputed corners which are labelled “C” and “D”. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 43.

METHOD 44

1. Section 24, subsection 2, paragraph 2, to re-establish a lost lot corner in a double front township on the front line of a concession if there is no undisputed corner on the other side of the road allowance opposite the lost corner or the position of the original post on the centre line of the road allowance opposite the lost corner cannot be determined and where no evidence of the lost corner exists.

2. Determine the distance between the two nearest undisputed lot corners on the front line of the concession, one being on either side of the lost corner and re-establish the lost corner by dividing the distance proportionately as intended in the original survey, having due regard for any road allowance made in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 44 being a method to re-establish a lost lot corner in a double front township on the front line of a concession if there is no undisputed corner on the other side of the road allowance opposite the lost corner in accordance with Section 24, subsection 2, paragraph 2. The sketch shows a tier of township lots along the road allowance between concessions, the location of the lost corner labelled “C” relative to undisputed corners labelled “A” and “B”. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 44.

METHOD 45

1. Section 24, subsection 2, paragraph 2, to re-establish a lost lot corner in a double front township on the front line of a concession if an undisputed lot corner exists on the other side of the road allowance between concessions opposite the lost lot corner and where no evidence of the lost corner exists.

2. Re-establish the lost lot corner from the undisputed lot corner on the opposite side of the road allowance in the manner intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 45 being a method to re-establish a lost lot corner in a double front township on the front line of a concession if an undisputed corner exists on the other side of the road allowance opposite the lost corner in accordance with Section 24, subsection 2, paragraph 2. The sketch shows a tier of township lots along the road allowance between concessions, the location of the lost corner labelled “A” relative to undisputed corner labelled “C” located on the opposite side of the road allowance between concessions. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 45.

METHOD 46

1. Section 24, subsection 2, paragraph 2, to re-establish a lost lot corner in a double front township on the front of a concession where there is no undisputed corner on the other side of the road allowance opposite the lost corner but the position of the original post on the centre line of the road allowance opposite the lost corner can be determined and where no evidence of the lost corner exists.

2. Re-establish the lost lot corner from the position of the original post in the centre line of the road allowance between concessions as intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 46 being a method to re-establish a lost lot corner in a double front township on the front line of a concession if there is no undisputed corner on the other side of the road allowance opposite the lost corner but the position of the original post on the centre line of the road allowance opposite the lost corner can be determined in accordance with Section 24, subsection 2, paragraph 2. The sketch shows a tier of township lots along the road allowance between concessions, the location of the lost corner relative to original post labelled “A” located on the centre line of the road allowance between concessions. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 46.

METHOD 47

1. Section 24, subsection 2, paragraph 3, to re-establish a township boundary, base line or concession line in a double front township which is partly obliterated and no evidence of the original position of the boundary or line exists.

2. Join the nearest ascertainable points on the township boundary, base line or concession line as intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 47 being a method to re-establish a township boundary, base line or concession line in a double front township which is partly obliterated and no evidence of the original position of the boundary or line exists in accordance with Section 24, subsection 2, paragraph 3. The sketch shows two tiers of township lots one tier along the township boundary and the other along a road allowance between concessions.  The obliterated concession line is between points “A” and “B” identified as ascertainable points and the obliterated portion of the township boundary is between points “C” and “D” identified as ascertainable points. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 47.

METHOD 48

1. Section 24, subsection 2, paragraph 4, to re-establish a side line of a lot surveyed as a proof line in a double front township which is partly obliterated and no evidence of the original position of the line exists.

2. Re-establish by joining the nearest ascertainable points on the side line as intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 48 being a method to re-establish a side line of a lot surveyed as a proof line in a double front township which is partly obliterated and no evidence of the original position of the line exists in accordance with Section 24, subsection 2, paragraph 4. The sketch shows two tiers of township lots and a road allowance between lots, the location of the obliterated road allowance and a lost corner relative to undisputed corners labelled “A” and “B” and  “ascertainable point” labelled “C”. This text alternative is provided for convenience only and does not form part of the official law.

Re-establish by joining ascertainable point C and undisputed lot corner A as intended in the original survey.

Re-establish by joining ascertainable point C and undisputed lot corner B as intended in the original survey.

R.R.O. 1990, Reg. 1029, Meth. 48.

METHOD 49

1. Section 24, subsection 2, paragraph 5, to re-establish a concession line forming the front boundary of the half lots in a double front township in a concession broken at its end by a lake or river and is obliterated beyond the last ascertainable point on the concession line and no evidence of the original position of the line exists.

2. Re-establish the concession line on the same astronomic course as shown on the original plan and field notes from the last ascertainable point on the concession line.

3. SKETCH

Text alternative: Sketch demonstrating Method 49 being a method to re-establish a concession line forming the front boundary of the half lots in a double front township in a concession broken at its end by a lake or river and is obliterated beyond the last ascertainable point on the concession line and no evidence of the original position of the line exists in accordance with Section 24, subsection 2, paragraph 5. The sketch shows a tier of township lots ending at a lake or river feature, the location of the obliterated concession line “A-B” relative to the “last ascertainable point” labelled “B”. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 49.

METHOD 50

1. Section 24, subsection 2, paragraph 6, to re-establish a lost lot corner in a double front township where the corner is beyond the last undisputed lot corner on a concession line forming the front boundary of the half lots in a concession broken by a lake or river at its end and where no evidence of the original position of the lost corner exists.

2. Re-establish the lost corner by measuring along the concession line forming the front boundary of the half lots the distance shown on the original plan and field notes from the last undisputed corner on the concession line.

3. SKETCH

Text alternative: Sketch demonstrating Method 50 being a method to re-establish a lost lot corner in a double front township where the corner is beyond the last undisputed lot corner on a concession line forming the front boundary of the half lots in a concession broken by a lake or river at its end and where no evidence of the original position of the lost corner exists in accordance with Section 24, subsection 2, paragraph 6. The sketch shows a tier of township lots ending at a lake or river feature and the location of lost corner “B” relative to two undisputed corners. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 50.

METHOD 51

1. Section 25, to define the front boundary of a half lot in a double front township when the concession in which the half lot is located is unbroken by a lake or river.

2. The front boundary of a half lot is the boundary of the half lot that abuts the road allowance between two concessions.

3. SKETCH

Text alternative: Sketch demonstrating Method 51 being a method to define the front boundary of a half lot in a double front township when the concession in which the half lot is located is unbroken by a lake or river in accordance with Section 25. The sketch shows a tier of township lots and identifies the half lots and both the front and rear boundary of the half lots. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 51.

METHOD 52

1. Section 25, to define the front boundary of a half lot in a double front township when the concession in which the half lot is located is broken on either of its fronts by a lake or river.

2. The front boundary of a half lot is the original shore of the lake or river opposite the prolongation of the road allowance between the concession in which the half lot is located and the adjacent concession on the opposite side of the road allowance.

3. SKETCH

Text alternative: Sketch demonstrating Method 52 being a method to define the front boundary of a half lot in a double front township when the concession in which the half lot is located is broken on either of its fronts by a lake or river in accordance with Section 25. The sketch shows a broken tier of township lots and identifies the half lots and the front boundary of the half lots which is bounded by the limit of the water feature. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 52.

METHOD 53

1. Section 26, in a double front township, to establish the whole of the concession line forming the front boundary of the half lots that was not surveyed in the original survey.

2. Establish the concession line by giving to the lots in each of the adjacent concessions a depth proportionate to that intended in the original survey, having due regard for any road allowance made in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 53 being a method to establish the whole of the concession line forming the front boundary of the half lots that was not surveyed in the original survey of a double front township in accordance with Section 26. The sketch shows two tiers of township lots separated by a road allowance not surveyed in the original survey and illustrates the method of proportionating the lot depths to establish the intervening concession. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 53.

METHOD 54

1. Section 26, in a double front township, to re-establish the whole of the concession line forming the front boundary of the half lots that is obliterated and no evidence of the position of the original line exists.

2. Re-establish the obliterated concession line by giving to the lots in each of the adjacent concessions a depth proportionate to that shown on the original plan and field notes, having due regard for any road allowance made in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 54 being a method to establish the whole of the concession line forming the front boundary of the half lots that is obliterated and no evidence of the position of the original line exists in a double front township in accordance with Section 26. The sketch shows two tiers of township lots separated by a road allowance surveyed in the original survey but now completely obliterated and illustrates the method of proportionating the lot depths to establish the intervening concession. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 54.

METHOD 55

1. Section 27, paragraph 1, to establish in a concession the rear boundaries of half lots in a double front township if the concession is unbroken by a lake or river.

2. Establish the rear boundaries by joining with straight lines the midway points of the side lines of the lots and their production through the concession without reference to the description contained in any grant or other instrument.

3. SKETCH

Text alternative: Sketch demonstrating Method 55 being a method to establish in a concession the rear boundaries of half lots in a double front township if the concession is unbroken by a lake or river in accordance with Section 27, paragraph 1. The sketch shows a tier of township lots, the rear boundary of the half lots and illustrates the method of defining the midway points from the front of the concession. This text alternative is provided for convenience only and does not form part of the official law.

Establish rear boundaries of half lots 6-7 and 8 by defining the midway points I, J, K, L, M, N, O, P on lot lines and their production through the concession, lettered A-Q, B-R, S-C, D-T, U-E, F-V, W-G, H-X, respectively, and joining the midway points I, J, K, L, M, N, O, P with straight lines.

R.R.O. 1990, Reg. 1029, Meth. 55.

METHOD 56

1. Section 27, paragraph 2, to establish in a concession the rear boundaries of half lots in a double front township if the concession is broken by a lake or river on either or both fronts but not wholly broken at either or both ends of the fronts by a lake or river.

2. Establish the rear boundaries of the half lots by joining with a straight line the midway points on the last ascertainable side line and its production through the concession at each end of the part of the concession broken by a lake or river without reference to the description contained in any grant or other instrument.

3. SKETCH

Text alternative: Sketch demonstrating Method 56 being a method to establish in a concession the rear boundaries of half lots in a double front township if the concession is broken by a lake or river on either or both fronts but not wholly broken at either or both ends of the fronts by a lake or river in accordance with Section 27, paragraph 2. The sketch shows a tier of township lots, the rear boundary of the half lots and illustrates the method of defining the rear boundaries of the half lots. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 56.

METHOD 57

1. Section 27, paragraph 3, to establish in a concession the rear boundaries of half lots in a double front township if the concession is wholly broken on both fronts by a lake or river at either end but not broken on both fronts throughout the entire concession.

2. Determine the midway point on the last ascertainable side line and its production through the concession and from this point establish the rear boundaries of the half lots on both fronts of the concession on the astronomic course intended in the original survey without reference to the description contained in any grant or other instrument.

3. SKETCH

Text alternative: Sketch demonstrating Method 57 being a method to establish in a concession the rear boundaries of half lots in a double front township if the concession is wholly broken on both fronts by a lake or river at either end but not broken on both fronts throughout the entire concession in accordance with Section 27, paragraph 3. The sketch shows a broken tier of township lots, the last ascertainable side line “A -B”, the midway point “C” and the rear boundary of the half lots and illustrates the method of defining the rear boundaries of the half lots using the same astronomic course intended in the original survey from point “C”. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 57.

METHOD 58

1. Section 27, paragraph 4, to establish in a concession the rear boundaries of the half lots in a double front township if the concession is broken by a lake or river at its end on one of the fronts but the rear boundaries of the half lots on the broken front are unbroken by the lake or river.

2. Determine the midway point on the last ascertainable side line and its production through the concession and establish the rear boundaries on a straight line joining the midway point and a point on the township boundary determined by measuring the distance intended in the original survey along the township boundary from the unbroken front of the concession without reference to the description contained in any grant or other instrument.

3. SKETCH

Text alternative: Sketch demonstrating Method 58 being a method to establish in a concession the rear boundaries of the half lots in a double front township if the concession is broken by a lake or river at its end on one of the fronts but the rear boundaries of the half lots on the broken front are unbroken by the lake or river in accordance with Section 27, paragraph 4. The sketch shows a broken tier of township lots, the last ascertainable side line “C -D”, the midway point “B” and the rear boundary of the half lots being a line between  “A” and “B” and illustrates the method of defining the rear boundaries of the half lots by joining “A” and “B”. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 58.

METHOD 59

1. Section 28, paragraph 1, to establish in a concession the side line of a half lot in a double front township that was not surveyed in the original survey and the boundary line of the concession at the end from which the lots are numbered is unbroken and no proof line was surveyed in the original survey.

2. Establish the side lines of the half lots on the same astronomic course as the boundary line of the concession at the end from which the lots are numbered, if so intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 59 being a method to establish in a concession the side line of a half lot in a double front township that was not surveyed in the original survey and the boundary line of the concession at the end from which the lots are numbered is unbroken and no proof line was surveyed in the original survey in accordance with Section 28, paragraph 1. The sketch shows a tier of township lots, the boundary line of concession labelled “A” and “B” and the rear boundary of the half lots and illustrates the method of establishing the side lines of the half lots on the same astronomic course as the boundary line of the concession at the end from which the lots are numbered. This text alternative is provided for convenience only and does not form part of the official law.

Establish the side lines of the half lots on the same astronomic course as boundary line of concession A-B.

R.R.O. 1990, Reg. 1029, Meth. 59.

R.R.O. 1990, METHOD 60

1. Section 28, paragraph 1, to establish in a concession the side line of a half lot in a double front township that was not surveyed in the original survey and the boundary line of the concession at the end of the concession from which the lots are numbered was not surveyed in the original survey because it was wholly broken by a lake or river and no proof line was surveyed in the original survey.

2. Establish the side line of the half lot on the same astronomic course as the boundary line of the concession at the end opposite to that from which the lots are numbered, if so intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 60 being a method to establish in a concession the side line of a half lot in a double front township that was not surveyed in the original survey and the boundary line of the concession at the end of the concession from which the lots are numbered was not surveyed in the original survey because it was wholly broken by a lake or river and no proof line was surveyed in the original survey in accordance with Section 28, paragraph 1. The sketch shows a tier of township lots with the boundary of the concession of the lower lot numbered tier wholly broken by a lake or river, the boundary line of concession “A” and “B” and the rear boundary of the half lots and illustrates the method of establishing the side lines of the half lots on the same astronomic course as the boundary line of the concession at the opposite end from which the lots are numbered. This text alternative is provided for convenience only and does not form part of the official law.

Establish the side lines of the half lots on the same astronomic course as boundary line of concession A-B.

R.R.O. 1990, Reg. 1029, Meth. 60.

METHOD 61

1. Section 28, paragraph 1, to establish in a concession the side line of a half lot in a double front township that was not surveyed in the original survey and a proof line was surveyed in the original survey.

2. Establish the side line of the half lot on the same astronomic course as the proof line on that side of the proof line which is farthest from the boundary line of the concession which was intended to govern the course of the side line.

3. SKETCH

Text alternative: Sketch demonstrating Method 61 being a method to establish in a concession the side line of a half lot in a double front township that was not surveyed in the original survey and a proof line was surveyed in the original survey in accordance with Section 28, paragraph 1. The sketch shows a tier of township lots with the boundary of the concession of the lower lot numbered tier wholly broken by a lake or river, the boundary line of concession “A” and “B” and proof line “C” and “D” and illustrates the method of establishing the side lines of the half lots on the same astronomic course as the proof line on that side of the proof line which is farthest from the boundary line of the concession which was intended to govern the course of the side line. This text alternative is provided for convenience only and does not form part of the official law.

Boundary line A-B intended to govern course of side lines.

Establish side lines of half lots 26 to 30 on the same astronomic course as boundary line of concession A-B.

Establish side lines of half lots 16 to 25 on the same astronomic course as proof line C-D.

R.R.O. 1990, Reg. 1029, Meth. 61.

METHOD 62

1. Section 28, paragraph 2, to establish in a concession the side line of a half lot in a double front township that was not surveyed in the original survey and the side lines of the half lots were not intended to be surveyed on the astronomic course of the boundary at either end of the concession and the boundaries at the ends of the concession are unbroken and no proof line was surveyed in the original survey.

2. Establish the side line of the half lot at the angle with the boundary at the end of the concession from which the lots are numbered as shown on the original plan and field notes, if so intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 62 being a method to establish in a concession the side line of a half lot in a double front township that was not surveyed in the original survey and the side lines of the half lots were not intended to be surveyed on the astronomic course of the boundary at either end of the concession and the boundaries at the ends of the concession are unbroken and no proof line was surveyed in the original survey in accordance with Section 28, paragraph 2. The sketch shows a tier of township lots with the boundary of the concessions at both ends having differing astronomic courses, the boundary line of concession labelled “A” and “B” and illustrates the method of establishing the side lines of the half lots on the same angle as the boundary at the end of the concession from which the lots are numbered as shown on the original plan and field notes, if so intended in the original survey. This text alternative is provided for convenience only and does not form part of the official law.

Establish side lines of half lots at the angle of 18° 30' with the concession boundary A-B as shown on the original plan and field notes.

R.R.O. 1990, Reg. 1029, Meth. 62.

METHOD 63

1. Section 28, paragraph 2, to establish in a concession the side line of a half lot in a double front township that was not surveyed in the original survey and the side lines of the half lots were not intended to be surveyed on the astronomic course of the concession boundary at either end of the concession and the boundary at the end of the concession from which the lots are numbered is wholly broken by a lake or river and no proof line was surveyed in the original survey.

2. Establish the side line of the half lot at the angle with the concession boundary at the end of the concession opposite to the end from which the lots are numbered as shown on the original plan and field notes, if so intended in the original survey.

3. SKETCH

Sketch demonstrating Method 63 being a method to establish in a concession the side line of a half lot in a double front township that was not surveyed in the original survey and the side lines of the half lots were not intended to be surveyed on the astronomic course of the concession boundary at either end of the concession and the boundary at the end of the concession from which the lots are numbered is wholly broken by a lake or river and no proof line was surveyed in the original survey in accordance with Section 28, paragraph 2. The sketch shows a tier of township lots with the boundary of the concessions at one end, labelled “A” and “B” and the boundary of the concessions at the opposite end wholly broken by a lake or river, and illustrates the method of establishing the side lines of the half lots on the same angle as the boundary at the opposite end of the concession from which the lots are numbered as shown on the original plan and field notes, if so intended in the original survey.

Establish the side lines of the half lots at the angle of 9° 00' with concession boundary A-B as shown on the original plan and field notes.

R.R.O. 1990, Reg. 1029, Meth. 63.

METHOD 64

1. Section 28, paragraph 2, to establish in a concession the side line of a half lot in a double front township that was not surveyed in the original survey and the side lines of the half lots were not intended to be surveyed on the astronomic course of the concession boundary at either end of the concession and a proof line was surveyed in the original survey.

2. Establish the side line of the half lot on the same astronomic course as the proof line on that side of the proof line which is farthest from the concession boundary which was intended to govern the course of the side lines in the concession.

3. SKETCH

Text alternative: Sketch demonstrating Method 64 being a method to establish in a concession the side line of a half lot in a double front township that was not surveyed in the original survey and the side lines of the half lots were not intended to be surveyed on the astronomic course of the concession boundary at either end of the concession and a proof line was surveyed in the original survey in accordance with Section 28, paragraph 2. The sketch shows a tier of township lots with the boundary of the concessions at one end labelled “C” and “D” and the boundary of the concessions at the opposite end wholly broken by a lake or river, and proof line “A” and “B” and illustrates the method of establishing the side lines of the half lots on the same angle as the proof line on that side of the proof line which is farthest from the concession boundary which was intended to govern the course of the side lines in the concession. This text alternative is provided for convenience only and does not form part of the official law.

Establish side lines of half lots on the side of the proof line A-B which is farthest from the concession boundary C-D on the same astronomic course as proof line A-B.

R.R.O. 1990, Reg. 1029, Meth. 64.

METHOD 65

1. Section 28, paragraph 3, to establish in a concession the side line of a half lot in a double front township that was not surveyed in the original survey and the end boundaries of the concession were not surveyed in the original survey because they were wholly broken by a lake or river and the concession line forming the front boundary of the half lots was surveyed as a straight line across the entire length of the concession and no proof line was surveyed in the original survey.

2. Establish the side line of the half lot at the angle with the concession line forming the front boundary of the half lots as shown on the original plan and field notes.

3. SKETCH

Text alternative: Sketch demonstrating Method 65 being a method to establish in a concession the side line of a half lot in a double front township that was not surveyed in the original survey where the end boundaries of the concession were not surveyed in the original survey because they were wholly broken by a lake or river and where the concession line forming the front boundary of the half lots was surveyed as a straight line across the entire length of the concession and where no proof line was surveyed in the original survey in accordance with Section 28, paragraph 3. The sketch shows a tier of township lots with both boundaries of the concession at each end wholly broken by a lake or river. The road allowances along both fronts of the half lots are identified as “Road Allowance East Astronomic” and where they intersect the water bodies at each end the points are labelled “A”, “B”, “C” and “D”.  The lower concession line is line “A-B” and the upper concession line is line “C-D”. The sketch shows the method of establishing the side line of the half lot at the angle with the concession line forming the front boundary of the half lots as shown on the original plan and field notes. This text alternative is provided for convenience only and does not form part of the official law.

Concession line A-B shown on the original plan and field notes as one course, east astronomic, and the side lines of the half lots defined at an angle of 91° therefrom.

Concession line C-D also shown on the original plan and field notes as one course having a bearing east astronomic and the sides defined at an angle of 91° therefrom.

Establish side line at angle shown on the original plan and field notes.

R.R.O. 1990, Reg. 1029, Meth. 65.

METHOD 66

1. Section 28, paragraph 3, to establish in a concession the side line of a half lot in a double front township that was not surveyed in the original survey and the end boundaries of the concession were not surveyed in the original survey because they were wholly broken by a lake or river and the concession line forming the front boundary of the half lots was surveyed on two or more courses and no proof line was surveyed in the original survey.

2. Establish the side line of the half lot at the angle with the course of each of the parts of the concession line forming the front boundary of the half lots as shown on the original plan and field notes.

3. SKETCH

Text alternative: Sketch demonstrating Method 66 being a method to establish in a concession the side line of a half lot in a double front township that was not surveyed in the original survey and where the end boundaries of the concession were not surveyed in the original survey because they were wholly broken by a lake or river and where the concession line forming the front boundary of the half lots was surveyed on two or more courses and no proof line was surveyed in the original survey in accordance with Section 28, paragraph 3. The sketch shows a tier of township lots with both boundaries of the concession at each end wholly broken by a lake or river.  The road allowances along both fronts of the half lots of the tier of lots are identified as having different bearings and where they intersect the water bodies at each end the points are labelled “A”, “C”, “D” and “E”. The lower concession line is line “A-B-C” and the upper concession line is line “D-E” and point “B” identifies a bend in the lower road allowance. The sketch illustrates the method of establishing the side line of the half lot at the angle from the concession lines line forming the front boundary of the half lots as shown on the original plan and field notes. This text alternative is provided for convenience only and does not form part of the official law.

Concession line A-B-C shown on the original plan and field notes as two courses. The side lines of lots defined at an angle of 84° for side lines of half lots between points A-B and at an angle of 92° for side lines of half lots between points B-C.

Concession line D-E is shown on the original plan and field notes as one course having a bearing of N. 88° E. and the side lines of the half lots at an angle of 89° to the concession line.

Establish side lines at angle shown on the original plan and field notes.

R.R.O. 1990, Reg. 1029, Meth. 66.

METHOD 67

1. Section 28, paragraph 4, to establish in a concession the side line of a half lot in a double front township that was not surveyed in the original survey and the end boundaries of the concession were not surveyed in the original survey because they are wholly broken by a lake or river and a proof line was surveyed in the original survey.

2. Establish the side line of a half lot on the same astronomic course as the proof line.

3. SKETCH

Text alternative: Sketch demonstrating Method 67 being a method to establish in a concession the side line of a half lot in a double front township that was not surveyed in the original survey and the end boundaries of the concession were not surveyed in the original survey because they are wholly broken by a lake or river and a proof line was surveyed in the original survey in accordance with Section 28, paragraph 4. The sketch shows a tier of township lots with both boundaries of the concession at each end wholly broken by a lake or river and a proof line, labelled “A-B”, being the side line between the lowest numbered lots.  The sketch illustrates the method of establishing the side line of a half lot on the same astronomic course as the proof line. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 67.

METHOD 68

1. Section 28, paragraph 5, to establish in a concession the side line of a half lot in a double front township that was not surveyed in the original survey and the end boundaries of the concession were not surveyed in the original survey because they are wholly broken by a lake or river and two or more proof lines were surveyed in the original survey.

2. Establish the side lines of half lots between the end boundary of the concession from which the lots are numbered and the second proof line from that boundary on the same astronomic course as the first proof line from that boundary of the concession and establish the side lines of the half lots between the second and the third proof lines on the same astronomic course as the second proof line and establish the side lines of the half lots between the third proof line and the fourth proof line on the same astronomic course as the third proof line and, where other proof lines were surveyed, continue in the same manner throughout the concession.

3. SKETCH

Text alternative: Sketch demonstrating Method 68 being a method to establish in a concession the side line of a half lot in a double front township that was not surveyed in the original survey and the end boundaries of the concession were not surveyed in the original survey because they are wholly broken by a lake or river and two or more proof lines were surveyed in the original survey in accordance with Section 28, paragraph 5. The sketch shows a tier of township lots with both boundaries of the concession at each end wholly broken by a lake or river and three proof lines, labelled “A-B”, “C-D” and “E-F”, being different side lines between lots.  The sketch illustrates which proof governs the direction of the half lot lines on the same astronomic course as the closest proof line from which the lots are numbered. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 68.

METHOD 69

1. Section 28, paragraph 6, to establish in a concession the side lines of the half lots in a double front township not surveyed in the original survey and one of the fronts of the concession is wholly broken by a lake or river and no posts were planted on the bank of the lake or river in the original survey to regulate the widths of the lots on that front.

2. Establish the side lines of the broken half lots from the rear corners of the half lots on the unbroken front of the concession.

3. SKETCH

Text alternative: Sketch demonstrating Method 69 being a method to establish in a concession the side lines of the half lots in a double front township not surveyed in the original survey and one of the fronts of the concession is wholly broken by a lake or river and no posts were planted on the bank of the lake or river in the original survey to regulate the widths of the lots on that front in accordance with Section 28, paragraph 6. The sketch shows a tier of township lots that is broken by a lake or river along the front of the concession and the rear corners of the half lots on the unbroken front of the concession are labelled “A”, “B”, “C” and “D”.  The sketch illustrates the method of establishing the side lines of the broken half lots from the rear corners of the half lots on the unbroken front of the concession. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 69.

METHOD 70

1. Section 28, paragraph 7, to establish in a concession the side lines of half lots in a double front township that were not surveyed in the original survey and the concession is wholly broken on both fronts at either end by a lake or river and no posts were planted on the bank of the lake or river to regulate the widths in front of the broken half lots.

2. Establish the side lines of the broken half lots from points on the rear boundary of the half lots determined by measuring along the rear boundaries of the half lots the widths of the half lots as intended in the original survey from the intersections of the last ascertainable side lines of the half lots on their respective fronts with the rear boundaries of the half lots.

3. SKETCH

Text alternative: Sketch demonstrating Method 70 being a method to establish in a concession the side lines of half lots in a double front township that were not surveyed in the original survey and the concession is wholly broken on both fronts at either end by a lake or river and no posts were planted on the bank of the lake or river to regulate the widths in front of the broken half lots in accordance with Section 28, paragraph 7. The sketch shows a tier of township lots that is broken by a lake or river along the end of the concession and the last ascertainable rear corners of the half lots are labelled “X” and “Y” and rear corners of the half lots to be established labelled “A”, “B”, “C” and “D”.  The sketch illustrates the method of establishing the side lines of the broken half lots from points on the rear boundary of the half lots determined by measuring along the rear boundaries of the half lots the widths of the half lots as intended in the original survey from the intersections of the last ascertainable side lines of the half lots on their respective fronts with the rear boundaries of the half lots. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 70.

METHOD 71

1. Section 28, paragraph 8, to establish in a concession the side line of a half lot in a double front township that was not surveyed in the original survey and one front of the concession is partly broken by a lake or river and the lake or river does not extend to the ends of the concession and no posts were planted on the bank of the lake or river to regulate the width in front of the broken half lots.

2. Establish the side lines of the broken half lot from points on the rear boundaries of the half lots determined by dividing proportionately, as intended in the original survey, the distance between the intersections of the rear boundaries of the half lots and the last ascertainable side lines of the half lots on both sides of the lake or river at each end of the broken front.

3. SKETCH

Text alternative: Sketch demonstrating Method 71 being a method to establish in a concession the side line of a half lot in a double front township that was not surveyed in the original survey and one front of the concession is partly broken by a lake or river and the lake or river does not extend to the ends of the concession and no posts were planted on the bank of the lake or river to regulate the width in front of the broken half lots in accordance with Section 28, paragraph 8. The sketch shows a tier of township lots that is broken by a lake or river along the front of the concession and the last ascertainable rear corners of the half lots are labelled “A” and “E” and rear corners of the half lots to be established labelled “B”, “C” and “D” and contains a note along the broken front stating that “no posts planted to regulate width in front”.  The sketch illustrates the method of establishing the side lines of the broken half lot from points on the rear boundaries of the half lots determined by dividing proportionately, as intended in the original survey, the distance between the intersections of the rear boundaries of the half lots and the last ascertainable side lines of the half lots on both sides of the lake or river at each end of the broken front. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 71.

METHOD 72

1. Section 28, paragraph 9, to establish in a concession the side lines of the half lots in a double front township not surveyed in the original survey if the concession is partly broken on either front at either end of the concession but not broken at the end of the rear boundary of the half lots by a lake or river and no posts were planted on the bank of the lake or river to regulate the width in front of the broken half lots.

2. Establish the side lines of the broken half lots from points on the rear boundary of the half lots in the unbroken front determined by dividing proportionately, as intended in the original survey, the distance along the rear boundary between the end of the concession and the last ascertainable side line of the half lot on the front of the concession so broken.

3. SKETCH

Text alternative: Sketch demonstrating Method 72 being a method to establish in a concession the side lines of the half lots in a double front township not surveyed in the original survey if the concession is partly broken on either front at either end of the concession but not broken at the end of the rear boundary of the half lots by a lake or river and no posts were planted on the bank of the lake or river to regulate the width in front of the broken half lots in accordance with Section 28, paragraph 9. The sketch shows a tier of township lots with the end of the concession bounded by the township boundary and one front of the concession broken by a lake or river and the last ascertainable rear corner of the half lots is labelled “D” and rear corners of the half lots to be established labelled “A”, “B” and “C” and contains a note along the broken front stating that “no posts planted to regulate width in front”.  The sketch illustrates the method of establishing the side lines of the broken half lots from points on the rear boundary of the half lots in the unbroken front determined by dividing proportionately, as intended in the original survey, the distance along the rear boundary between the end of the concession and the last ascertainable side line of the half lot on the front of the concession so broken. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 72.

METHOD 73

1. Section 28, paragraph 10, to establish in a concession the side lines of a half lot in a double front township not surveyed in the original survey if the concession is partly broken on either front at either end by a lake or river and also broken at the end of the rear boundary of the half lots and no posts were planted in the original survey on the bank of the lake or river to regulate the widths in front of the broken half lots.

2. Establish the side lines of the broken half lots from points on the rear boundary of the half lots on the unbroken front of the concession determined by measuring along the rear boundary the widths of the lots in the broken front as intended in the original survey from the intersection of the last ascertainable side line of the half lot on the front of the concession so broken.

3. SKETCH

Text alternative: Sketch demonstrating Method 73 being a method to establish in a concession the side lines of a half lot in a double front township not surveyed in the original survey if the concession is partly broken on either front at either end by a lake or river and also broken at the end of the rear boundary of the half lots and no posts were planted in the original survey on the bank of the lake or river to regulate the widths in front of the broken half lots in accordance with Section 28, paragraph 10. The sketch shows a tier of township lots with the end of the concession bounded by the township boundary and one front of the concession broken by a lake or river and the last ascertainable rear corner of the half lots is labelled “A”, a rear corner of the adjacent half lot to be established labelled “B” and the point where the rear boundary of the half lots intersects the lake or river labelled “C” and contains a note along the broken front stating that “no posts planted to regulate width in front”.  The sketch illustrates the method of establishing the side lines of the broken half lots from points on the rear boundary of the half lots on the unbroken front of the concession determined by measuring along the rear boundary the widths of the lots in the broken front as intended in the original survey from the intersection of the last ascertainable side line of the half lot on the front of the concession so broken. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 73.

METHOD 74

1. Section 29, subsection 1, to determine the aliquot part of a half lot in a double front township.

2. Determine the aliquot part of the area of the half lot whether or not the area so determined is more or less than the area expressed in any grant or other instrument which intended to describe the part.

3. SKETCH

Text alternative: Sketch demonstrating Method 74 being a method to establish the aliquot part of a half lot in a double front township in accordance with Section 29, subsection 1. The sketch shows one township lot which is broken by a lake or river and illustrates the method of establishing the aliquot parts of the area of the half lot.  The north half of the lot is labelled “A”, “B”, “C” and “D” and the south half is labelled “E”, “F”, “I”, “H” and “G” where points “H” and “G” are on the edge of the lake or river.  A line labelled “X” and “Y” divides the south half of the lot into right and left portions.  The north half of the lot is identified as “N 1/2 of Lot” and the right portion of the south half of the lot is identified as “East 1/2 of South Half”. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 74.

METHOD 75

1. Section 29, subsection 2, to establish the boundaries of an aliquot part of a half lot in a double front township if the front boundary of the half lot is unbroken at either end by a lake or river and no aliquot part of the half lot was surveyed before July 1, 1944.

2. Establish the boundaries on the same astronomic course as a side line of a half lot not surveyed in the original survey or parallel to a straight line joining the front corners of the half lot, as the case may be.

3. SKETCH

Text alternative: Sketch demonstrating Method 75 being a method to establish the boundaries of an aliquot part of a half lot in a double front township if the front boundary of the half lot is unbroken at either end by a lake or river and no aliquot part of the half lot was surveyed before July 1, 1944 in accordance with Section 29, subsection 2. The sketch shows one township lot which is broken on one of its fronts by a lake or river and also broken by a river at the rear boundary of the half lots and illustrates the method of establishing the boundaries on the same astronomic course as a side line of a half lot not surveyed in the original survey or parallel to a straight line joining the front corners of the half lot, as the case may be. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 75.

METHOD 76

1. Section 29, subsection 2, to establish the boundaries of an aliquot part of a half lot in a double front township if the rear boundary of the half lot is unbroken and the front boundary is broken at either end by a lake or river and no aliquot part of the half lot was surveyed before July 1, 1944.

2. Establish the boundaries on the same astronomic course as a side line of a half lot not surveyed in the original survey or parallel to a straight line joining the rear corners of the half lot, as the case may be.

3. SKETCH

Text alternative: Sketch demonstrating Method 76 being a method to establish the boundaries of an aliquot part of a half lot in a double front township if the rear boundary of the half lot is unbroken and the front boundary is broken at either end by a lake or river and no aliquot part of the half lot was surveyed before July 1, 1944 in accordance with Section 29, subsection 2. The sketch shows one township lot which is broken on both of its fronts by a lake or river and illustrates the method of establishing the boundaries on the same astronomic course as a side line of a half lot not surveyed in the original survey or parallel to a straight line joining the rear corners of the half lot, as the case may be. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 76.

METHOD 77

1. Section 29, subsection 2, to establish the boundaries of an aliquot part of a half lot in a double front township if both the front boundary and rear boundary of the half lot are broken at either end by a lake or river and no aliquot part of the half lot was surveyed before July 1, 1944.

2. Establish the boundaries on the same astronomic course as a side line of a half lot not surveyed in the original survey or on the same astronomic course as the front boundary of the half lot, as shown on the original plan and field notes, but, if the course is not shown on the original plan and field notes, then on the astronomic course intended for the front boundary of the half lots.

3. SKETCH

Text alternative: Sketch demonstrating Method 77 being a method to establish the boundaries of an aliquot part of a half lot in a double front township if both the front boundary and rear boundary of the half lot are broken at either end by a lake or river and no aliquot part of the half lot was surveyed before July 1, 1944 in accordance with Section 29, subsection 2. The sketch shows one township lot which is broken on both of its fronts by a lake or river and also broken along the rear boundary of the half lots and illustrates the method of establishing the boundaries on the same astronomic course as a side line of a half lot not surveyed in the original survey or on the same astronomic course as the front boundary of the half lot, as shown on the original plan and field notes, but, if the course is not shown on the original plan and field notes, then on the astronomic course intended for the front boundary of the half lots. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 77.

METHOD 78

1. Section 30, subsection 1, to determine in a concession in a double front township the course of the township boundary or a proof line to survey a side line of a half lot in the concession.

2. Determine the course of a straight line joining the ends of the township boundary or proof line at both fronts of the concession in which it is required to survey a side line of a half lot.

3. SKETCH

Text alternative: Sketch demonstrating Method 78 being a method to establish in a concession in a double front township the course of the township boundary or a proof line to survey a side line of a half lot in the concession in accordance with Section 30, subsection 1. The sketch shows one tier of township lots which is not broken by a lake or river and illustrates the method of establishing the course of a straight line joining the ends of the township boundary or proof line at both fronts of the concession in which it is required to survey a side line of a half lot. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 78.

METHOD 79

1. Section 30, subsection 2, to determine in a concession the course of a front line of the concession in a double front township for the purpose of measuring an angle with the front to establish the side line of a half lot if the front of the concession was surveyed on one course in the original survey.

2. Determine the course of a straight line joining the ends of the front boundary of the concession in that half in which it is required to survey a side line of a half lot.

3. SKETCH

Text alternative: Sketch demonstrating Method 79 being a method to establish in a concession the course of a front line of the concession in a double front township for the purpose of measuring an angle with the front to establish the side line of a half lot if the front of the concession was surveyed on one course in the original survey in accordance with Section 30, subsection 2. The sketch shows a tier of township lots which are not broken by a lake or river and bounded at both ends by township boundaries.  The township boundary at the right end is labelled line “B-B” and the township boundary at the left end is labelled “A-A”.  The sketch illustrates the method of establishing the course of a straight line joining the ends of the front boundary of the concession to form line “A-B”. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 79.

METHOD 80

1. Section 30, subsection 2, to determine in a concession the course of a front line of the concession in a double front township for the purpose of measuring an angle with that front to establish the side line of a half lot if the front of the concession was surveyed on more than one course in the original survey.

2. Determine the course of the straight lines joining the ends of each course of the front of the concession as shown on the original plan and field notes in that half of the concession in which it is required to survey a side line of a half lot.

3. SKETCH

Text alternative: Sketch demonstrating Method 80 being a method to establish in a concession the course of a front line of the concession in a double front township for the purpose of measuring an angle with that front to establish the side line of a half lot if the front of the concession was surveyed on more than one course in the original survey in accordance with Section 30, subsection 2. The sketch shows a tier of township lots which is not broken by a lake or river and bounded at one end by township boundary and at the other by a proof line and identifies the front of the concession as line “A”, “F” and “E”. with a bend at “F”. The sketch illustrates the method of establishing the course of the straight lines joining the ends of each course of the front of the concession as shown on the original plan and field notes. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 80.

PART V
SECTIONAL TOWNSHIPS WITH DOUBLE FRONTS

METHOD 81

1. Section 31, subsection 1, a “sectional township with double fronts” means a township divided into sections and lots where the usual practice in the original survey was to survey the township boundaries, concession lines and side lines of sections defining the section boundaries and to establish the front corners of the lots and section corners.

2. (i) SKETCH

2,400-acre Sectional System

Text alternative: Sketch 1 demonstrating Method 81 being the usual practice used in the original survey of a sectional township with double fronts in accordance with Section 31, subsection 1. The sketch shows a 2400 acre sectional township, the lot and concession structure as well as the typical location of the lines surveyed in the original survey and the location of the survey monuments. This text alternative is provided for convenience only and does not form part of the official law.

Regular lots are 30 chains wide and 66.67 chains in depth. Usually road allowances one chain wide made between each alternate concession and every third lot and along the township boundaries.

Heavy lines (—) indicate lines surveyed.

Squares (J) show corners usually established but not always posted.

(ii) SKETCH

1,000-acre Sectional System

Text alternative: Sketch 2 demonstrating Method 81 being the usual practice used in the original survey of a sectional township with double fronts in accordance with Section 31, subsection 1. The sketch shows a 1000 acre sectional township, the lot and concession structure as well as the typical location of the lines surveyed in the original survey and the location of the survey monuments. This text alternative is provided for convenience only and does not form part of the official law.

Regular lots are 20 chains wide and 50 chains in depth. Usually road allowances one chain wide made between each alternate concession and between every fifth lot and along the township boundaries.

Heavy lines (—) indicate lines surveyed.

Squares (J) show corners usually established but not always posted.

(iii) SKETCH

1,800-acre Sectional System

Text alternative: Sketch 3 demonstrating Method 81 being the usual practice used in the original survey of a sectional township with double fronts in accordance with Section 31. The sketch shows a 1800 acre sectional township, the lot and concession structure as well as the typical location of the lines surveyed in the original survey and the location of the survey monuments. This text alternative is provided for convenience only and does not form part of the official law.

Regular lots are 25.25 chains in width and 59.50 chains in depth. Usually road allowances one chain wide made between each alternate concession and between each sixth lot and along the township boundaries.

Heavy lines (—) indicate lines surveyed.

Squares (J) show corners usually established but not always posted.

(iv) SKETCH

1,200-acre Sectional System

Text alternative: Sketch 4 demonstrating Method 81 being the usual practice used in the original survey sectional township with double fronts in accordance with Section 31, subsection 1. The sketches shows a 1200 acre sectional township, the lot and concession structure as well as the typical location of the lines surveyed in the original survey and the location of the survey monuments. This text alternative is provided for convenience only and does not form part of the official law.

Regular lots are 25.25 chains wide and 39.60 chains deep. Road allowances one chain between each alternate concession and every sixth lot and along the township boundaries.

Heavy lines (—) indicate lines surveyed in the original survey.

Squares (J) show corners usually established but not always posted.

Note: In each of the sectional systems illustrated in (i), (ii), (iii) and (iv), the road allowances between alternate concessions, along township boundaries and between side lines of sections were generally surveyed by running the centre lines thereof and planting survey posts on such centre lines opposite the front corners of the lots and at the front corners of the lots by offset measurement from the centre lines of such road allowances.

In the 1,000-acre sectional system illustrated in (ii), road allowances one chain wide were generally laid out along the shores of lakes and rivers.

R.R.O. 1990, Reg. 1029, Meth. 81.

R.R.O. 1990, METHOD 82

1. Section 31, subsection 2, paragraph 2, to establish a lost section corner on a township boundary in a sectional township with double fronts where no evidence of the lost corner exists.

2. Determine the distance between the two nearest undisputed corners, one being on either side of the lost corner, and re-establish the lost corner by dividing the distance proportionately as intended in the original survey, having due regard for any road allowance made in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 82 being a method to establish a lost section corner on a township boundary in a sectional township with double fronts where no evidence of the lost corner exists in accordance with Section 31, subsection 2, paragraph 2. The sketch shows two tiers of township lots which are not broken by a lake or river and identifies two undisputed corners in the front of the concession on either side of a lost section corner as points “A” and “B”. The sketch illustrates the method of establishing the distance between the two nearest undisputed corners, one being on either side of the lost corner, and re-establish the lost corner by dividing the distance proportionately as intended in the original survey, having due regard for any road allowance made in the original survey. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 82.

METHOD 83

1. Section 31, subsection 2, paragraph 3, to re-establish a lost section corner in a sectional township with double fronts if the concession line in front of the adjacent sections on either side of the lost corner is shown as a straight line on the original plan and field notes and the side lines between such sections and adjacent sections on the opposite side of the concession line are shown on the original plan and field notes as a straight line and the adjacent corners of the sections are lost and the nearest ascertainable points on the side lines, one being on either side of the lost corner, are not more than 400 metres apart and no evidence of the corner exists and the lost section corner was not previously re-established before March 24, 1911.

2. Join with a straight line the two nearest ascertainable points on the side lines and re-establish the lost corner at the intersection with a straight line joining the two nearest ascertainable points on the concession, one being on either side of the lost corner.

3. SKETCH

Text alternative: Sketch demonstrating Method 83 being a method to establish a lost section corner in a sectional township with double fronts in accordance with Section 31, subsection 2, paragraph 2. The sketch shows three tiers of township lots which are not broken by a lake or river and identifies two undisputed corners in the front of the concession labelled as “B” and “D” and two nearest ascertainable points labelled “A” and “C”.  The sketch illustrates the method of joining with a straight line the two nearest ascertainable points on the side lines and re-establish the lost corner at the intersection with a straight line joining the two nearest ascertainable points on the concession, one being on either side of the lost corner. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 83.

METHOD 84

1. Section 31, subsection 2, paragraph 3, to re-establish a lost section corner in a sectional township with double fronts if the concession line in the front of the adjacent sections on either side of the lost section corner is shown as a straight line on the original plan and field notes and the side lines between such sections and adjacent sections on the opposite sides of the concession line are shown as being a straight line on the original plan and field notes and the adjacent corners of the sections are lost and the nearest ascertainable points on the side lines, one being on either side of the lost corner, are more than 400 metres apart and no evidence of the original corner exists and the lost corner was not previously re-established before March 24, 1911.

2. Join with a straight line the two nearest ascertainable points on the concession line, one being on either side of the lost corner, and re-establish the lost corner on the straight line by dividing the distance proportionately as intended in the original survey between the two nearest undisputed corners on the concession line, one being on either side of the lost corner, having due regard for any road allowance made in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 84 being a method to establish a lost section corner in a sectional township with double fronts in accordance with Section 31, subsection 2, paragraph 3. The sketch shows three tiers of township lots which are not broken by a lake or river and identifies two undisputed corners in the front of the concession, labelled “C” and “D” and two nearest ascertainable points labelled “A” and “B”. The sketch illustrates the method of joining with a straight line the two nearest ascertainable points on the concession line, one being on either side of the lost corner, and re-establish the lost corner on the straight line by dividing the distance proportionately as intended in the original survey between the two nearest undisputed corners on the concession line, one being on either side of the lost corner, having due regard for any road allowance made in the original survey. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 84.

METHOD 85

1. Section 31, subsection 2, paragraph 4, to re-establish a lost section corner in a sectional township with double fronts where the concession line in front of the adjacent sections on either side of the lost corner is shown on the original plan and field notes as a straight line and the side lines between such sections and adjacent sections on the opposite side of the concession line are shown on the original plan and field notes as not in a straight line and the adjacent corners of the sections are lost and no evidence of the corner exists and the lost section corner was not previously re-established before March 24, 1911.

2. Determine the distance between the two nearest undisputed lot corners on the concession line, one being on either side of the lost corner, and re-establish the lost corner by dividing the distance proportionately as intended in the original survey, having due regard for any road allowances made in the original survey and by joining with a straight line the two nearest ascertainable points on the concession line, one being on either side of the lost corner.

3. SKETCH

Sketch demonstrating Method 85 being a method to establish to re-establish a lost section corner in a sectional township with double fronts in accordance with Section 31, subsection 2, paragraph 4. The sketch shows three tiers of township lots which are not broken by a lake or river and identifies two nearest undisputed corners in the front of the concession on either side of a lost section corner labelled “A” and “B”. The sketch illustrates the method of establishing the distance between the two nearest undisputed lot corners on the concession line, one being on either side of the lost corner, and re-establish the lost corner by dividing the distance proportionately as intended in the original survey, having due regard for any road allowances made in the original survey and by joining with a straight line the two nearest ascertainable points. labelled “C” and “D” on the concession line, one being on either side of the lost corner.

R.R.O. 1990, Reg. 1029, Meth. 85.

METHOD 86

1. Section 31, subsection 2, paragraph 5, to re-establish a lost section corner in a sectional township with double fronts where the concession line in front of the adjacent sections on either side of the lost corner is shown on the original plan and field notes as not on a straight line and the side lines between such sections and adjacent sections on the opposite side of the concession line are shown on the original plan and field notes as a straight line and the adjacent corners of the sections are lost and the lost section corner was not previously re-established before March 24, 1911.

2. Determine the distance between the two nearest undisputed corners on the side lines of the sections, one being on either side of the lost corner, and re-establish the lost corner by dividing the distance proportionately as intended in the original survey, having due regard for any road allowances made in the original survey, and by joining with a straight line the two nearest ascertainable points on the side lines of the sections, one point being on either side of the lost corner.

3. SKETCH

Text alternative: Sketch demonstrating Method 86 being a method to establish to re-establish establish a lost section corner in a sectional township with double fronts in accordance with Section 31, subsection 2, paragraph 5. The sketch shows four tiers of township lots which are not broken by a lake or river and identifies two undisputed corners, labelled “A” and “B” in the front of the concession on either side of a lost section corner and two nearest ascertainable points labelled “C” and “D”. The sketch illustrates the method of establishing the distance between the two nearest undisputed corners on the side lines of the sections, one being on either side of the lost corner, and re-establish the lost corner by dividing the distance proportionately as intended in the original survey, having due regard for any road allowances made in the original survey, and by joining with a straight line the two nearest ascertainable points on the side lines of the sections, one point being on either side of the lost corner. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 86.

METHOD 87

1. Section 31, subsection 2, paragraph 7, to re-establish in a concession in a section a lost lot corner on the front of the concession in a sectional township with double fronts if the lot corner on the other side of the road allowance on the front of the adjacent concession opposite the lost corner is also lost and the position of the original post on the centre line of the road allowance opposite the lost corner cannot be determined and no evidence of the original corner exists.

2. Determine the distance between the two nearest undisputed corners in the section, one being on either side of the lost corner, and re-establish the lost corner by dividing the distance proportionately as intended in the original survey, having due regard for any road allowance made in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 87 being a method to re-establish a lost lot corner on the front of a concession in a sectional township with double fronts in accordance with Section 31, subsection 2, paragraph 7.  The sketch shows the two nearest undisputed lot corners “A” and “B” on either side of the lost corner “C” on the front of the concession. This text alternative is provided for convenience only and does not form part of the official law.

To re-establish lost lot corner C, measure distance between nearest undisputed corners A and B and divide proportionately as intended in the original survey, having due regard for road allowance between lots 9 and 10.

R.R.O. 1990, Reg. 1029, Meth. 87.

METHOD 88

1. Section 31, subsection 2, paragraph 7, to re-establish in a concession in a section a lost lot corner on the front of the concession in a sectional township with double fronts if the lot corner on the other side of the road allowance on the front of the adjacent concession opposite the lost corner is undisputed and no evidence of the lost corner exists.

2. Re-establish the lost lot corner from the undisputed lot corner on the other side of the road allowance opposite the lost corner as intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 88 being a method to re-establish a lost lot corner on the front of a concession in a sectional township with double fronts in accordance with Section 31, subsection2, paragraph 7.  The sketch shows two tiers of township lots with lost lot corner “A” on one side of a road allowance on the front of a concession and the undisputed lot corner on the other side of the road allowance opposite the lost lot corner as “B”. This text alternative is provided for convenience only and does not form part of the official law.

Establish lost lot corner A from undisputed lot corner B as intended in the original survey.

R.R.O. 1990, Reg. 1029, Meth. 88.

METHOD 89

1. Section 31, subsection 2, paragraph 7, to re-establish in a concession in a section a lost lot corner on the front of the concession in a sectional township with double fronts if the lot corner on the other side of the road allowance on the front of the adjacent concession opposite the lost corner is also lost and the position of the original post on the centre line of the road allowance opposite the lost corner can be determined and no evidence of the lost corner exists.

2. Re-establish the lost lot corner from the position of the original survey post on the centre line of the road allowance opposite the lost corner as intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 89 being a method to re-establish a lost lot corner on the front of a concession in a sectional township with double fronts in accordance with Section 31, subsection2, paragraph 7.  The sketch shows two tiers of lots with a lost lot corner “A” on the front of the concession and the position of the original post on the centre line of the road allowance as “B”. This text alternative is provided for convenience only and does not form part of the official law.

Establish lost lot corner from position of the original survey post on the centre line of road allowance as intended in the original survey.

R.R.O. 1990, Reg. 1029, Meth. 89.

METHOD 90

1. Section 31, subsection 2, paragraph 8, to re-establish an obliterated portion of a township boundary in a sectional township with double fronts and no evidence of the original township boundary exists.

2. Re-establish the obliterated portion of the township boundary by joining the nearest ascertainable points thereof as intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 90 being a method to re-establish an obliterated portion of a township boundary in a sectional township with double fronts in accordance with Section 31, subsection2, paragraph 8.  The sketch shows joining nearest ascertainable points “A” and “B” and points “C” and “D”. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 90.

METHOD 91

1. Section 31, subsection 2, paragraph 9, to re-establish an obliterated portion of a concession line or a side line of a section surveyed in the original survey in a sectional township with double fronts and no evidence of the original concession line or side line exists.

2. Re-establish the obliterated portion of the concession line or side line by joining the nearest ascertainable points thereof as intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 91 being a method to re-establish an obliterated portion of a concession or side line surveyed in the original survey in a sectional township with double fronts in accordance with Section 31, subsection2, paragraph 9.  The sketch shows joining from the nearest ascertainable points “A” and “B” on an obliterated side line and from “C” to “D” on an obliterated concession line “as intended in the original survey”. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 91.

METHOD 92

1. Section 31, subsection 2, paragraph 10, to re-establish a concession line beyond the last side line of a section in a sectional township with double fronts if the concession is broken by a lake or river at its end and the concession line is obliterated and no evidence of the original line exists.

2. Re-establish the obliterated concession line on the same astronomic course shown on the original plan and field notes from the nearest ascertainable point on the concession line in the section in which the concession line is obliterated.

3. SKETCH

Text alternative: Sketch demonstrating method 92 being a method to re-establish a concession line beyond the last side line of a section in a sectional township with double fronts if the concession is broken by a lake or river at its end and the concession line is obliterated and no evidence of the original line exists in accordance with Section 31, subsection 2, paragraph 10.  The sketch shows the nearest ascertainable point “A” on the concession line and the concession line running from that point to the end of the concession broken by the lake or river. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 92.

METHOD 93

1. Section 31, subsection 2, paragraph 11, to re-establish in a concession the side line of a section in a sectional township with double fronts if the concession is wholly or partly broken by a lake or river on its front and the section line was not surveyed across the lake or river and the side line is obliterated and no evidence of the original line exists.

2. Re-establish the obliterated side line of the section on the same astronomic course shown on the original plan and field notes from the nearest ascertainable point thereof in the section in which the side line is obliterated.

3. SKETCH

Text alternative: Sketch demonstrating Method 93 being a method to re-establish in a concession the side line of a section in a sectional township with double fronts if the concession is wholly or partly broken by a lake or river on its front and the section line was not surveyed across the lake or river and the side line is obliterated and no evidence of the original line exists in accordance with Section 31, subsection 2, paragraph 11.  The sketch shows the nearest ascertainable point “A” on the section side line and the section side line running from that point to the end of the concession broken by the lake or river labelled as “B”. This text alternative is provided for convenience only and does not form part of the official law.

Re-establish obliterated side line of section A-B from nearest ascertainable point A on the astronomic course shown on the original plan and field notes.

R.R.O. 1990, Reg. 1029, Meth. 93.

METHOD 94

1. Section 32, to define the front of a concession in a sectional township with double fronts.

2. The front of a concession in a sectional township with double fronts in the boundary of the concession that abuts the road allowance between two concessions shown on the original plan or, where a concession is broken by a lake or river, the front of the concession is the boundary of the concession that is nearest the prolongation of such road allowance across the lake or river.

3. SKETCH

Text alternative: Sketch demonstrating Method 94 being a method to define the front of a concession in a sectional township with double fronts in accordance with Section 32.  The sketch shows six concessions of 15 lots and road allowances, five concessions are broken by a lake or river, and the sketch labels the front of the concessions. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 94.

METHOD 95

1. Section 33, paragraph 1, to establish the rear boundary of a concession in a sectional township with double fronts where the two concessions in a section are unbroken by a lake or river on their fronts.

2. Establish the rear boundary of the concessions by joining with straight lines the midway points of the side lines of the lots and their productions through the section if so intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 95 being a method to establish the rear boundary of a concession in a sectional township with double fronts where the two concessions in a section are unbroken by a lake or river on their fronts in accordance with Section 33, paragraph 1.  The sketch shows points “A”, “C”, “S”, “P”, and “E” on the front of Concession 2 and points “B”, “D”, “R”, “N”, and “F” on the front of Concession 1.  The sketch indicates how the points on the rear line between the two concessions is to be established and then joins these points “G”, “H”, “J”, “K”, and “L” if so intended in the original survey. This text alternative is provided for convenience only and does not form part of the official law.

Establish the rear boundary of concessions 1 and 2 by joining midway points G-H, H-J, J-K and K-L, etc.

R.R.O. 1990, Reg. 1029, Meth. 95.

METHOD 96

1. Section 33, paragraph 2, to establish the rear boundary of a concession in a sectional township with double fronts where the two concessions in a section are broken by a lake or river on either or both of their fronts but the fronts of the two concessions are not wholly broken at either or both ends of the section.

2. Establish the rear boundary of the concessions by joining with a straight line the midway points between the fronts of the two concessions on the last ascertainable side line in the section at each end of the broken front if so intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 96 being a method to establish the rear boundary of a concession in a sectional township with double fronts where the two concessions in a section are broken by a lake or river on either or both of their fronts but the fronts of the two concessions are not wholly broken at either or both ends of the section in accordance with Section 33, paragraph 2.  The sketch shows points “N” and “E” on the front of Concession 2 one of either side of a lake or river and points “M” and “F” on the same side line on the front of Concession 1 also, one of either side of a lake or river.  Midway points “P” and “Z” between lines L-M and E-F respectively are joined with a straight line. This text alternative is provided for convenience only and does not form part of the official law.

Establish rear boundary of concessions by joining midway points P and Z with a straight line.

R.R.O. 1990, Reg. 1029, Meth. 96.

METHOD 97

1. Section 33, paragraph 3, to establish the rear boundary of a concession in a sectional township with double fronts where one of the concessions in a section is broken by a lake or river on its front at either or both ends of the section but not broken on its front through the entire section.

2. Establish the rear boundary of the concessions by joining with a straight line a point on the broken side line of the section determined by measuring the distance shown on the original plan and field notes from the unbroken front and the midway point between the fronts of the two concessions on the last ascertainable side line in the section at the end of the broken front.

3. SKETCH

Text alternative: Sketch demonstrating Method 97 being a method to establish the rear boundary of a concession in a sectional township with double fronts where one of the concessions in a section is broken by a lake or river on its front at either or both ends of the section but not broken on its front through the entire section in accordance with Section 33, paragraph 3.  The sketch shows point “A” on the front of concession 4 and point “B” on the same side line at the front of concession 3.  The sketch shows how points “X” and “Y” are established at the rear of the concession and are joined with a straight line. This text alternative is provided for convenience only and does not form part of the official law.

Establish rear boundary by joining with a straight line midway point Y and established point X.

R.R.O. 1990, Reg. 1029, Meth. 97.

METHOD 98

1. Section 33, paragraph 4, to establish the rear boundary of a concession in a sectional township with double fronts where one of the concessions in a section is wholly broken by a lake or river on its front.

2. Establish the rear boundary of the concessions by measuring the distance shown on the original plan and field notes along the side lines of the lots from the front of the unbroken concession.

3. SKETCH

Text alternative: Sketch demonstrating Method 98 being a method to establish the rear boundary of a concession in a sectional township with double fronts where one of the concessions in a section is wholly broken by a lake or river on its front in accordance with Section 33, paragraph 4.  The sketch shows setting the distance along the side lines shown on the original plan and field notes from the front of the unbroken concession. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 98.

METHOD 99

1. Section 33, paragraph 5, to establish the rear boundary of a concession in a sectional township with double fronts where one of the concessions in a section is partly or wholly broken by a lake or river on its front and at either or both ends of the section and the other concession in the section is partly or wholly broken by a lake or river at either or both ends of the section and partly broken on its front.

2. Establish the rear boundary of the concessions on the astronomic course intended in the original survey from a point determined by measuring the distance shown on the original plan and field notes from the unbroken part of the front of such concession along the last ascertainable side line in that concession at the end of the broken front.

3. SKETCH

Text alternative: Sketch demonstrating Method 99 being a method to establish the rear boundary of a concession in a sectional township with double fronts where one of the concessions in a section is partly or wholly broken by a lake or river on its front and at either or both ends of the section and the other concession in the section is partly or wholly broken by a lake or river at either or both ends of the section and partly broken on its front in accordance with Section 33, paragraph 5.  The sketch shows the rear boundary of a concession being set on the astronomic course intended in the original survey from the last ascertainable side line to the front of the broken concession. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 99.

METHOD 100

1. Section 33, paragraph 6, to establish the rear boundary of a concession in a sectional township with double fronts where both concessions in a section are wholly broken by a lake or river on their fronts and no posts were planted in the original survey to establish the rear boundary of such concessions.

2. Establish the rear boundary of such concession on the astronomic course intended in the original survey from a point established on the limit of the section nearest to the end from which the lots are numbered midway between the section corners as established in the original survey.

3. SKETCH

Sketch demonstrating Method 100 being a method to establish the rear boundary of a concession in a sectional township with double fronts where both concessions in a section are wholly broken by a lake or river on their fronts and no posts were planted in the original survey to establish the rear boundary of such concessions in accordance with Section 33, paragraph 6.  The sketch shows two front section corners labelled “A” and “B” and the rear boundary being set on the astronomic course intended in the original survey from the midway point between “A” and “B”.

R.R.O. 1990, Reg. 1029, Meth. 100.

METHOD 101

1. Section 34, paragraph 1, to establish in a concession in a sectional township with double fronts a side line of a lot that was not surveyed in the original survey where any such township, other than the townships of Eastnor, Lindsay and St. Edmunds in the County of Bruce, was surveyed under the 1,000 acre or 1,800 acre sectional system and in the townships of Cumming, Idington, O’Brien, Owens and Williamson in the Territorial District of Cochrane.

2. Establish the side line on the astronomic course shown on the original plan and field notes for the side line of the section in which the lot is located that is nearest the end of the section from which the lots are numbered or, if intended in the original survey, establish the side line on the astronomic course shown on the original plan and field notes for the side line at the other end of the section in which the lot is located.

3. (i) SKETCH

1,000-acre Sectional System

Text alternative: Sketch 1 demonstrating Method 101 being a method to establish in a concession in a sectional township with double fronts a side line of a lot that was not surveyed in the original survey in accordance with Section 34, paragraph 1.  Sketch shows the 1000 acre sectional system and points “A” and “B” are on the front of the concessions in the section and the side line of the section nearest the end from which the lots are numbered.  Points “C” and “D” are on the front corners of the other end of the concessions in the section from which the lots are numbered.  The sketch indicates to establish any side line on the astronomic course shown on the original plan and field notes either for the side line of the section A-B or C-D as intended in the original survey. This text alternative is provided for convenience only and does not form part of the official law.

Establish any side line on the astronomic course shown on the original plan and field notes either for the side line of the section A-B or C-D as intended in the original survey.

(ii) SKETCH

1,800-acre Sectional System

Text alternative: Sketch 2 demonstrating Method 101 being a method to establish in a concession in a sectional township with double fronts a side line of a lot that was not surveyed in the original survey in accordance with Section 34, paragraph 1. Sketch 2 shows the 1800 acre sectional system and points “C” and “D” are on the front of the concessions in the section and the side line of the section nearest the end from which the lots are numbered.  Points “A” and “B” are on the front corners of the other end of the concessions in the section from which the lots are numbered.  The sketch indicates to establish any side line on the astronomic course shown on the original plan and field notes either for the side line of the section A-B or C-D as intended in the original survey. This text alternative is provided for convenience only and does not form part of the official law.

Establish any side line on the astronomic course shown on the original plan and field notes either for the side line of the section A-B or C-D as intended in the original survey.

R.R.O. 1990, Reg. 1029, Meth. 101.

METHOD 102

1. Section 34, paragraph 2, to establish in a concession in a sectional township with double fronts, other than the townships of Cumming, Idington, O’Brien, Owens and Williamson in the Territorial District of Cochrane and townships surveyed under the 1,000 acre or 1,800 acre sectional system and in the townships of Eastnor, Lindsay and St. Edmunds in the County of Bruce, a side line of a lot that was not surveyed in the original survey where the side lines of the section in which the lot is located are not broken by a lake or river.

2. If intended in the original survey, establish the side line on the astronomic course of the side line of the section in which the lot is located that is nearest the end of the section from which the lots are numbered or, if intended in the original survey, on the astronomic course of the side line of the section in which the lot is located at the other end of the section.

3. SKETCH

Text alternative: Sketch demonstrating Method 102 being a method to establish in a concession in a sectional township with double fronts, a side line of a lot that was not surveyed in the original survey where the side lines of the section in which the lot is located are not broken by a lake or river in accordance with Section 34, paragraph 2.  The sketch shows points “A” and “B” on the front of the concessions in the section and on the side line of the section nearest the end from which the lots are numbered.  Points “C” and “D” are on the front corners of the other end of the concessions in the section from which the lots are numbered. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 102.

METHOD 103

1. Section 34, paragraph 2, to establish in a concession in a sectional township with double fronts, other than the townships of Cumming, Idington, O’Brien, Owens and Williamson in the Territorial District of Cochrane and townships surveyed under the 1,000 acre or 1,800 acre sectional system and in the townships of Eastnor, Lindsay and St. Edmunds in the County of Bruce, a side line of a lot that was not surveyed in the original survey where the side line of the section in which the lot is located at the end of the section from which the lots are numbered is broken by a lake or river to such an extent that the course of the side line cannot accurately be determined.

2. Establish the side line of the lot on the astronomic course of the side line of the section in which the lot is located at the other end of the section if so intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 103 being a method to establish in a concession in a sectional township with double fronts, a side line of a lot that was not surveyed in the original survey where the side line of the section in which the lot is located at the end of the section from which the lots are numbered is broken by a lake or river to such an extent that the course of the side line cannot accurately be determined in accordance with Section 34, paragraph 2.  The sketch shows points “A” and “B” at the front corners of the section but the front of the concession is broken to such an extent that the course of the side line cannot be accurately determined.  Points “C” and “D” are the front corners of the other end of the section. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 103.

METHOD 104

1. Section 34, paragraph 2, to establish in a concession in a sectional township with double fronts, other than the townships of Cumming, Idington, O’Brien, Owens and Williamson in the Territorial District of Cochrane and townships surveyed under the 1,000 acre or 1,800 acre sectional system and in the townships of Eastnor, Lindsay and St. Edmunds in the County of Bruce, a side line of a lot that was not surveyed in the original survey where the side lines of the section in which the lot is located and both ends of the section are broken by a lake or river to such an extent that the course of the side lines cannot be accurately determined.

2. Establish the side line of the lot on the astronomic course shown on the original plan and field notes if so intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 104 being a method to establish in a concession in a sectional township with double fronts, a side line of a lot that was not surveyed in the original survey where the side lines of the section in which the lot is located and both ends of the section are broken by a lake or river to such an extent that the course of the side lines cannot be accurately determined in accordance with Section 34, paragraph 2.  The sketch shows a section that is broken in a way that the astronomic course of the side lines of the section cannot be accurately determined. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 104.

METHOD 105

1. Section 34, paragraph 3, to establish in a concession in a section the side line of a broken lot in a sectional township with double fronts that was surveyed in the original survey where the fronts of either or both the concessions in the section are partly or wholly broken by a lake or river and no posts were planted on the bank of the lake or river in the original survey to regulate the widths in front of the broken lots and the original plan and field notes show that a survey line was run across the lake or river to regulate the widths in front of the broken lots.

2. Establish the side lines of such broken lots from points on the section boundary established in the original survey fronting each concession determined by dividing proportionately as intended in the original survey the distance between the two nearest undisputed lot corners in the section, one being on either side of the side line of the broken lot to be established.

3. SKETCH

Text alternative: Sketch demonstrating Method 105 being a method to establish in a concession in a section the side line of a broken lot in a sectional township with double fronts that was surveyed in the original survey where the fronts of either or both the concessions in the section are partly or wholly broken by a lake or river and no posts were planted on the bank of the lake or river in the original survey to regulate the widths in front of the broken lots and the original plan and field notes show that a survey line was run across the lake or river to regulate the widths in front of the broken lots in accordance with Section 34, paragraph 3.  The sketch shows undisputed corners at the front of a broken concession, points “A” and “B”.  The line between “A” and “B” was surveyed and measured in the original survey and the intervening lot corners are labelled as “R”, “S”, “T”, and “U”.  The sketch shows undisputed corners established at point “C” and “D” at the front of the wholly broken concession in the same section.  The lot lines in this concession can be set by proportional division between established corners D and C as intended in the original survey. This text alternative is provided for convenience only and does not form part of the official law.

Establish lot lines in Concession IV from points R-S-T-U determined by dividing the distance between undisputed corners A and B proportionately as intended in the original survey.

Establish lot lines in Concession III by proportional division between established corners D and C as intended in the original survey.

R.R.O. 1990, Reg. 1029, Meth. 105.

METHOD 106

1. Section 34, paragraph 4, to establish in a concession in a section the side lines of broken lots in a sectional township with double fronts that were not surveyed in the original survey where one of the concessions in a section is wholly broken by a lake or river on its front and no posts were planted on the bank of the lake or river to regulate the widths of the broken lots in front and no survey line was run in the original survey across the lake or river to regulate the widths in front of the broken lots.

2. Establish the side lines of the broken lots in such concession from the rear corners of the lots in the concession to the rear thereof.

3. SKETCH

Text alternative: Sketch demonstrating Method 106 being a method to establish in a concession in a section the side lines of broken lots in a sectional township with double fronts that were not surveyed in the original survey where one of the concessions in a section is wholly broken by a lake or river on its front and no posts were planted on the bank of the lake or river to regulate the widths of the broken lots in front and no survey line was run in the original survey across the lake or river to regulate the widths in front of the broken lots in accordance with Section 34, paragraph 4.  The sketch shows a section where one of the concessions is wholly broken by a lake or river in the front and no posts were planted on the bank of the lake or river to regulate the widths of the broken lots in front and no survey line was run in the original survey across the lake or river to regulate the widths in front of the broken lots. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 106.

METHOD 107

1. Section 34, paragraph 5, to establish in a concession in a section the side lines of broken lots in a sectional township with double fronts that were not surveyed in the original survey where both concessions in a section are wholly broken on their fronts and wholly broken at one end by a lake or river and no posts were planted in the original survey on the banks of the lake or river to regulate the widths in front of the broken lots and the original field notes do not show that a survey line was run in the original survey across the lake or river to regulate the widths in front of the broken lots.

2. Establish the side lines of the broken lots from points on the rear boundary of the concessions in the section determined by measuring along the rear concession line the distance intended in the original survey from the section limit at the end of the section that is not wholly broken.

3. SKETCH

Text alternative: Sketch demonstrating Method 107 being a method to establish in a concession in a section the side lines of broken lots in a sectional township with double fronts that were not surveyed in the original survey where both concessions in a section are wholly broken on their fronts and wholly broken at one end by a lake or river and no posts were planted in the original survey on the banks of the lake or river to regulate the widths in front of the broken lots and the original field notes do not show that a survey line was run in the original survey across the lake or river to regulate the widths in front of the broken lots in accordance with Section 34, paragraph 5.  The sketch shows a section so described and the rear boundary of the broken front concession has lot corners labelled “A” through “E”. This text alternative is provided for convenience only and does not form part of the official law.

Establish side lines of broken lots from points B-C-D-E on rear boundary determined by measuring distance intended in the original survey from section limit at point A.

R.R.O. 1990, Reg. 1029, Meth. 107.

METHOD 108

1. Section 34, paragraph 6, to establish in a concession in a section the side lines of broken lots in a sectional township with double fronts that were not surveyed in the original survey where one of the concessions in a section is broken at either end but not wholly broken on its front by a lake or river and no posts were planted in the original survey on the banks of the lake or river to regulate the widths in front of the broken lots and the original field notes do not show that a survey line was run in the original survey across the lake or river to regulate the widths in front of the broken lots.

2. Establish the side lines of such broken lots from the rear corners of the lots of the concession to the rear of the concession in which such broken lots are located.

3. SKETCH

Text alternative: Sketch demonstrating Method 108 being a method to establish in a concession in a section the side lines of broken lots in a sectional township with double fronts that were not surveyed in the original survey where one of the concessions in a section is broken at either end but not wholly broken on its front by a lake or river and no posts were planted in the original survey on the banks of the lake or river to regulate the widths in front of the broken lots and the original field notes do not show that a survey line was run in the original survey across the lake or river to regulate the widths in front of the broken lots in accordance with Section 34, paragraph 6.  The sketch shows a section so described with the rear lot corners of the unbroken concession labelled and the side lines in the broken concession run therefrom. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 108.

METHOD 109

1. Section 34, paragraph 7, to establish in a concession in a section the side lines of broken lots in a sectional township with double fronts that were not surveyed in the original survey where one of the concessions in a section is broken at its end and also on its front and rear boundaries by a lake or river and no posts were planted on the banks of the lake or river to regulate the widths in front of the broken lots.

2. Establish the side lines of such broken lots from points determined by measuring the distance intended in the original survey from the nearest undisputed corner on the front of the concession along the astronomic course intended in the original survey for the front of the concession.

3. SKETCH

Text alternative: Sketch demonstrating Method 109 being a method to establish in a concession in a section the side lines of broken lots in a sectional township with double fronts that were not surveyed in the original survey where one of the concessions in a section is broken at its end and also on its front and rear boundaries by a lake or river and no posts were planted on the banks of the lake or river to regulate the widths in front of the broken lots in accordance with Section 34, paragraph 7.  The sketch show section so described with an undisputed section corner (E) and lot corners (A) through (E) on the front of Concession VI. This text alternative is provided for convenience only and does not form part of the official law.

Establish side lines of broken lots in Concession VI from points A, B, C, D determined by measuring distance intended in the original survey from undisputed corner E along astronomic course of front line of concession A-E as intended in the original survey.

R.R.O. 1990, Reg. 1029, Meth. 109.

METHOD 110

1. Section 35, subsection 1, to define the aliquot part of any lot in a sectional township with double fronts if the lot or any part of the lot was patented before March 24, 1911.

2. Any aliquot part of such lot is the aliquot part of the area of the lot whether the area so determined by survey is more or less than the area of the aliquot part expressed in any grant or other instrument intended to describe the part.

3. SKETCH

Text alternative: Sketch demonstrating Method 110 being a method to define the aliquot part of any lot in a sectional township with double fronts in accordance with Section 35, subsection 1.  The sketch shows Unbroken Lot 4, Concession 6 with the north west 1/4 highlighted and Broken Lot 4, Concession 5 with the west 1/2 highlighted. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 110.

METHOD 111

1. Section 35, subsection 2, to define any aliquot part of a broken lot in a sectional township with double fronts where the whole or any part of the broken lot was patented on or after the 24th day of March, 1911.

2. Any aliquot part of such broken lot is the aliquot part of the area of the lot whether the area of the aliquot part so determined by survey is more or less than the area expressed in any grant or other instrument intended to describe the part.

3. SKETCH

Text alternative: Sketch demonstrating Method 111 being a method to define any aliquot part of a broken lot in a sectional township with double fronts in accordance with Section 35, subsection 2.  The sketch shows broken Lot 7, Concession 4 with the south west 1/4 highlighted. This text alternative is provided for convenience only and does not form part of the official law.

 

Note: Broken Lot 7, Concession IV, patented on or after March 24, 1911.

Total area of lot by survey, 72 acres.

Area of lot described in grant, 80 acres.

South west ¼ of lot shall be determined as 72/4 = 18 acres

R.R.O. 1990, Reg. 1029, Meth. 111.

METHOD 112

1. Section 35, subsection 3, to define any aliquot part of any unbroken lot in a sectional township with double fronts where the whole or any part of the lot was patented on or after March 24, 1911.

2. Any aliquot part of such lot is the aliquot part of the frontage or depth of the lot whether the area of the aliquot part so determined by survey is more or less than the area expressed in any grant or other instrument intended to describe the part.

3. SKETCH

Text alternative: Sketch demonstrating Method 112 being a method to define any aliquot part of any unbroken lot in a sectional township with double fronts in accordance with Section 35, subsection 3.  The sketch shows Lot 4, concession 4 with lot corners labelled “A”, “B”, “C” and “D”.  A line parallel to the front of the concession labelled “E”, “F” and “H” divides lot 4 into two portions and a line parallel to the lot line labelled “F” and “G” divide the northerly portion into two parts.  The upper right portion of lot 4 is identified as NE 2/5 of East Half. This text alternative is provided for convenience only and does not form part of the official law.

 

Note: North east 2/5 of east half of Unbroken Lot 4, Concession IV, patented on or after March 24, 1911.

Determine aliquot part by survey as follows:

Divide frontage of Lot A-B into two equal parts. Survey line G-F on same astronomic course as side line B-C or A-D not surveyed in the original survey.

Divide depth on both side lines of lot so B-E equals 2/5 of B-C and A-H is 2/5 of A-D. Join H-E.

R.R.O. 1990, Reg. 1029, Meth. 112.

METHOD 113

1. Section 35, subsection 4, to survey the boundaries of an aliquot part of any lot the whole or part of which was patented before March 24, 1911, or the aliquot part of any broken lot the whole or part of which was patented on or after March 24, 1911, in a sectional township with double fronts if the lot is unbroken by a lake or river on its front at either end and no aliquot part of such lot was surveyed before July 1, 1944.

2. Survey the unsurveyed boundaries on the same astronomic course as a side line of a lot not surveyed in the original survey or parallel to a straight line joining the front corners of the lot, as the case may be.

3. SKETCH

Text alternative: Sketch demonstrating Method 113 being a method to survey the boundaries of an aliquot part of any lot the whole or part of which was patented before March 24, 1911, or the aliquot part of any broken lot the whole or part of which was patented on or after March 24, 1911, in a sectional township with double fronts if the lot is unbroken by a lake or river on its front at either end and no aliquot part of such lot was surveyed before July 1, 1944 in accordance with Section 35, subsection 4.  The sketch shows Lot 3 and broken Lots 4 and 5 with various portions of the lots highlighted.  The upper left portion of lot 3 is labelled as points “C”, “J”, “L” and “M”, the lower left portion of lot 4 is labelled “P”, “Q”, “O” and “N”, and the lower right portion of lot 5 is labelled “S”, “R”, “N” and “T”. This text alternative is provided for convenience only and does not form part of the official law.

Note

Unbroken Lot 3 patented before March 24, 1911, and no aliquot part of which was surveyed before July 1, 1944. Boundaries of aliquot part C-J-L-M to be surveyed as follows:

J-L on the same astronomic course as a side line of a lot not surveyed in the original survey.

L-M parallel to a straight line joining the front corners C and D of lot.

In Broken Lot 4, aliquot part P-Q-O-N was patented before March 24, 1911, and no aliquot part surveyed before July 1, 1944. Boundaries to be surveyed as follows:

Q-O on the same astronomic course as side lines C-F or B-G not surveyed in the original survey.

P-Q parallel to a straight line joining the front corners B and C of the lot.

Broken Lot 5 patented on or after March 24, 1911, and no aliquot part was surveyed before July 1, 1944. Boundaries of aliquot part R-S-T-N to be surveyed as follows:

S-T on the same astronomic course as side lines A-H or B-G not surveyed in the original survey.

S-R parallel to a straight line joining the front corners A and B of the lot.

R.R.O. 1990, Reg. 1029, Meth. 113.

METHOD 114

1. Section 35, subsection 4, to survey the boundaries of an aliquot part of any lot the whole or part of which was patented before March 24, 1911, and the aliquot part of a broken lot the whole or part of which was patented on or after March 24, 1911, in a sectional township with double fronts if the rear boundary of the lot is unbroken at either of its ends and the front boundary is broken by a lake or river at either or both ends and no aliquot part of such lot was surveyed before July 1,1944.

2. Survey the unsurveyed boundaries on the same astronomic course as a side line of a lot not surveyed in the original survey or parallel to a straight line joining the rear corners of the lot, as the case may be.

3. SKETCH

Text alternative: Sketch demonstrating Method 114 being a method to survey the boundaries of an aliquot part of any lot in a sectional township with double fronts if the rear boundary of the lot is unbroken at either of its ends and the front boundary is broken by a lake or river at either or both ends in accordance with Section 35, subsection 4.  The sketch shows broken Lots 7, 8 and 9 with the upper right portion of lot 7 highlighted and labelled “O”, “P”, “Q”, “R” and “N”, the upper right portion of lot 8 highlighted and labelled “J”, “H”, “I” and “K”, and the upper right portion of lot 9 highlighted and labelled “E”, “F”, “G” and “D”. This text alternative is provided for convenience only and does not form part of the official law.

Note

Lot 7 patented before March 24, 1911, and no aliquot part surveyed before July 1, 1944. Boundaries of aliquot part O-P-Q-R-N to be surveyed as follows:

O-P on the same astronomic course as side line R-M or I-L not surveyed in the original survey.

N-O parallel to a straight line joining the rear corners L and M of the lot.

Lot 9 patented on or after March 24, 1911, and no aliquot part surveyed before July 1, 1944. Boundaries of aliquot part D-E-F-G to be surveyed as follows:

E-F on the same astronomic course as side line A-B or G-C not surveyed in the original survey.

E-D parallel to a straight line joining the rear corners B and C of the lot.

R.R.O. 1990, Reg. 1029, Meth. 114.

METHOD 115

1. Section 35, subsection 4, to survey the boundaries of an aliquot part of any lot the whole or part of which was patented before March 24, 1911, and the aliquot part of a broken lot the whole or part of which was patented on or after March 24, 1911, in a sectional township with double fronts if both the front and rear boundaries of the lot are broken by a lake or river at either or both ends and no aliquot part of such lot was surveyed before July 1, 1944.

2. Survey the unsurveyed boundaries on the same astronomic course as a side line of a lot not surveyed in the original survey or on the same astronomic course as the front boundary of the concession as shown on the original plan and field notes, as the case may be, but, if the course is not shown on the original plan and field notes of such boundary, on the astronomic course intended for the front boundary of the concession in the section in which the lot is located.

3. SKETCH

Text alternative: Sketch demonstrating Method 115 being a method to survey the boundaries of an aliquot part of any lot in a sectional township with double fronts if both the front and rear boundaries of the lot are broken by a lake or river at either or both ends in accordance with Section 35, subsection 4.  The sketch shows broken Lots 7, 8 and 9 with the upper left portion of lot 8 highlighted and labelled “E”, “F”, “G” and “H” and the upper right portion of lot 9 highlighted and labelled “D”, “H”, “I” and “J”. This text alternative is provided for convenience only and does not form part of the official law.

Note

In broken Lot 8 an aliquot part was patented before March 24, 1911, but not surveyed before July 1, 1944. Boundaries of aliquot part H-E-F-G to be surveyed as follows:

G-F on the same astronomic course as side line H-C or A-B not surveyed in the original survey.

E-F on the same astronomic course as the front of the concession X-Y as shown on the original plan and field notes or, if not shown, then as intended in the original survey.

Broken Lot 9 patented on or after March 24, 1911, and no aliquot part surveyed before July 1, 1944. Boundaries of aliquot part I-J-D-H to be surveyed as follows:

I-J on the same astronomic course as side line H-C or A-B not surveyed in the original survey.

J-D on the same astronomic course as the front of the concession X-Y as shown on the original plan and field notes or, if not shown, then as intended in the original survey.

R.R.O. 1990, Reg. 1029, Meth. 115.

METHOD 116

1. Section 35, subsection 5, to survey the boundaries of an aliquot part of any unbroken lot the whole or any part of which was patented on or after March 24, 1911, in a sectional township with double fronts.

2. Survey the unsurveyed boundaries on the same astronomic course of a side line not surveyed in the original survey from points on the front boundary of the lot determined by dividing the measurement between the front corners equally or by joining with straight lines points on the side lines of the lots determined by dividing the measurement between the front and rear corners of the lot equally without regard to the manner in which the aliquot part is described in any grant or other instrument.

3. SKETCH

Text alternative: Sketch demonstrating Method 116 being a method to survey the boundaries of an aliquot part of any unbroken lot in a sectional township with double fronts in accordance with Section 35, subsection 5.  The sketch show a single lot with the upper right quarter highlighted and identified as E 1/2 of N 1/2 and a second portion of the labelled “E”, “K”, “N” and “M” and identified as W 1/2 of S 1/2 of SE 1/4. This text alternative is provided for convenience only and does not form part of the official law.

Note

All aliquot divisions of width shall be surveyed along the front of a lot.

All aliquot divisions of depth shall be surveyed along both side lines of a lot.

Examples

The boundaries of the north east ¼ of the lot or the east ½ of the north ½ shall be surveyed as follows:

F-J on the same astronomic course of a side line of a lot not surveyed in the original survey from the equal division points E on the front of the lot.

J-H on a straight line joining the equal division points H and G on the side lines of the lot.

The boundaries of the west ½ of the south ½ of the south east ¼ of the lot shall be surveyed as follows:

E-K and N-M on the same astronomic course of a side line of a lot not surveyed in the original survey from equal division points E and M, respectively, on the front of the lot.

K-N on a straight line joining the equal division points L and O on the side lines of the lot.

R.R.O. 1990, Reg. 1029, Meth. 116.

METHOD 117

1. Section 36, to establish the course of a boundary line of a section in a sectional township with double fronts for the purpose of surveying a side line of a lot.

2. Determine the course of the straight line joining the section corners along the boundary intended to govern the direction of the lot lines in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 117 being a method to establish the course of a boundary line of a section in a sectional township with double fronts for the purpose of surveying a side line of a lot in accordance with Section 36.  The sketch shows section corners at “A”, “B”, “C” and “D”. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 117.

PART VI
SECTIONAL TOWNSHIPS WITH SINGLE FRONTS

METHOD 118

1. Section 37, subsection 1, a “sectional township with single fronts” means a township divided into sections and lots where the usual practice in the original survey was to survey the township boundaries, concession lines and side lines of the sections and establish the front corners of the lots and the section corners.

3. SKETCH

Text alternative: Sketch demonstrating Method 118 being a sectional township with single fronts.  The sketch shows a township divided into sections and lots where the usual practice in the original survey was to survey the township boundaries, concession lines and side lines of the sections and establish the front corners of the lots and the section corners in accordance with Section 37, subsection 1. This text alternative is provided for convenience only and does not form part of the official law.

Heavy lines (—) indicate lines surveyed.

Squares (J) show section and lot corners established but not always posted.

R.R.O. 1990, Reg. 1029, Meth. 118.

METHOD 119

1. Section 37, subsection 2, paragraph 2, to re-establish a lost section corner on a township boundary in a sectional township with single fronts where no evidence of the lost corner exists.

2. Determine the distance between the two nearest undisputed corners, one being on either side of the lost corner, and re-establish the lost corner by dividing the distance between the undisputed corners proportionately as intended in the original survey.

3. (i) SKETCH

Text alternative: Sketch 1 demonstrating Method 119 being a method to re-establish a lost section corner on a township boundary in a sectional township with single fronts where no evidence of the lost corner exists in accordance with Section 37, subsection 2, paragraph 2.  Sketch 1 shows the two nearest undisputed corners “A” and “B” on either side of the lost corner “C”. This text alternative is provided for convenience only and does not form part of the official law.

Determine distance between corners A-B and divide proportionately as intended in the original survey to re-establish lost section corner C.

(ii) SKETCH

Text alternative: Sketch 2 demonstrating Method 119 being a method to re-establish a lost section corner on a township boundary in a sectional township with single fronts where no evidence of the lost corner exists in accordance with Section 37, subsection 2, paragraph 2.  Sketch 2 shows the two nearest undisputed corners “A” and “C” on either side of the lost corner “B”. This text alternative is provided for convenience only and does not form part of the official law.

To re-establish lost section corner B, determine distance between undisputed corners A and C and divide proportionately as intended in the original survey.

R.R.O. 1990, Reg. 1029, Meth. 119.

METHOD 120

1. Section 37, subsection 2, paragraph 3, to re-establish a lost section corner in a sectional township with single fronts if the concession line in front of the adjoining sections on either side of the lost corner is shown as a straight line on the original plan and field notes and the side lines between such sections and adjoining sections on the opposite sides of the concession line are shown as being a straight line on the original plan and field notes and the nearest ascertainable points on the side lines, one being on either side of the lost section corner, are not more than 400 metres apart and no evidence of the corner exists and the lost section corner was not previously re-established before March 24, 1911.

2. Join with a straight line the nearest ascertainable points on the side line and re-establish the lost corner at the intersection of the line with a straight line joining the two nearest ascertainable points on the concession line, one being on either side of the lost corner.

3. SKETCH

Text alternative: Sketch demonstrating Method 120 being a method to re-establish a lost section corner in a sectional township with single fronts in accordance with Section 37, subsection 2, paragraph 3.  The sketch shows the two nearest ascertainable points on the concession line as “A” and “B” and the two nearest ascertainable points on the section side line as “C” and “D” both surveyed as a straight lines in the original survey. This text alternative is provided for convenience only and does not form part of the official law.

Re-establish lost section corner at the intersection of straight lines joining A-B and C-D respectively.

R.R.O. 1990, Reg. 1029, Meth. 120.

METHOD 121

1. Section 37, subsection 2, paragraph 3, to re-establish a lost section corner in a sectional township with single fronts if the concession line in the front of the adjoining sections on either side of the lost section corner is shown as a straight line on the original plan and field notes and the side lines between such sections and the adjoining sections on the opposite side of the concession line are shown as a straight line on the original plan and field notes and the nearest ascertainable points on the side lines, one being on either side of the lost corner, are more than 400 metres apart and no evidence of the original corner exists and the lost corner was not previously re-established before March 24, 1911.

2. Join with a straight line the nearest ascertainable points on the concession line, one being on either side of the lost corner, and re-establish the lost corner on the straight line by dividing proportionately the distance between the two nearest undisputed corners on the concession line, one being on either side of the lost corner, as intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 121 being a method to re-establish a lost section corner in a sectional township with single fronts in accordance with Section 37, subsection 2, paragraph 3.  The sketch shows the two nearest undisputed lot corners as “C” and “D” and the two nearest ascertainable points “A” and “B” on the concession line in the front of the sections surveyed as a straight line in the original survey. This text alternative is provided for convenience only and does not form part of the official law.

Establish lost section corner on straight line A and B by dividing distance C-D between undisputed lot corners proportionately as intended in the original survey.

R.R.O. 1990, Reg. 1029, Meth. 121.

METHOD 122

1. Section 37, subsection 2, paragraph 4, to re-establish the lost corner of a section in a sectional township with single fronts if the concession line in front of the adjoining sections on either side of the lost corner is shown as a straight line on the original plan and field notes and the side lines between the sections and the adjoining sections on the opposite side of the concession are shown as not in a straight line in the original plan and field notes and no evidence of the original corner exists and the lost section corner was not previously re-established before March 24, 1911.

2. Join with a straight line the two nearest ascertainable points on the concession line, one being on either side of the lost corner, and re-establish the lost corner on the straight line by dividing the distance proportionately between the two nearest undisputed corners on the concession line, one being on either side of the lost corner, as intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 122 being a method to re-establish the lost corner of a section in a sectional township with single fronts in accordance with Section 37, subsection 2, paragraph 4.  The sketch shows the two nearest undisputed lot corners as “A” and “B” and the two nearest ascertainable points “C” and “D” on the concession line surveyed as a straight line in the original survey. This text alternative is provided for convenience only and does not form part of the official law.

Measure distance A-B and divide proportionately as intended in the original survey and re-establish lost section corner on straight line C-D.

R.R.O. 1990, Reg. 1029, Meth. 122.

METHOD 123

1. Section 37, subsection 2, paragraph 5, to re-establish the lost corner of a section in a sectional township with single fronts if the concession line in front of the adjoining sections on either side of the lost corner is shown on the original plan and field notes as not on a straight line and the side lines between such sections and the adjoining sections on the opposite side of the concession line are shown on the original plan and field notes as a straight line and no evidence of the original corner exists and the lost corner was not previously re-established before March 24, 1911.

2. Join with a straight line the two nearest ascertainable points on the side lines of the sections, one being on either side of the lost corner, and re-establish the lost corner on the straight line by dividing the distance proportionately as intended in the original survey between the two nearest undisputed corners on the side lines, one being on either side of the lost corner.

3. SKETCH

Text alternative: Sketch demonstrating Method 123 being a method to re-establish the lost corner of a section in a sectional township with single fronts in accordance with Section 37, subsection 2, paragraph 5.  The sketch shows the two nearest undisputed lot corners as “A” and “D” and the two nearest ascertainable points as “B” and “C” on the section side line surveyed as a straight line in the original survey. This text alternative is provided for convenience only and does not form part of the official law.

Measure the distance A-D and divide proportionately as intended in the original survey and re-establish lost corner on straight line C-B.

R.R.O. 1990, Reg. 1029, Meth. 123.

METHOD 124

1. Section 37, subsection 2, paragraph 7, to re-establish in a concession in a section a lost lot corner in a sectional township with single fronts on the front line of the concession and the lost lot corner is not a section corner and no evidence of the original corner exists.

2. Join with a straight line the two nearest ascertainable points on the concession line in the section, one being on either side of the lost corner, and re-establish the lost lot corner on the straight line by dividing proportionately the distance between the two nearest undisputed corners in the section, one being on either side of the lost corner, as intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 124 being a method to re-establish in a concession in a section a lost lot corner in a sectional township with single fronts on the front line of the concession and the lost lot corner is not a section corner and no evidence of the original corner exists in accordance with Section 37, subsection 2, paragraph 7.  The sketch shows the two nearest undisputed lot corners as “C” and “D” and the two nearest ascertainable points “A” and “B” one being on either side of the lost corner. This text alternative is provided for convenience only and does not form part of the official law.

Determine the distance between C-D and divide proportionately as intended in the original survey and re-establish the lost lot corner on straight line A-B.

R.R.O. 1990, Reg. 1029, Meth. 124.

METHOD 125

1. Section 37, subsection 2, paragraph 8, to re-establish a portion of a township boundary in a sectional township with single fronts that is obliterated and no evidence of the original boundary exists.

2. Join the nearest ascertainable points in the same manner as intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 125 being a method to re-establish a portion of a township boundary in a sectional township with single fronts that is obliterated and no evidence of the original boundary exists in accordance with Section 37, subsection 2, paragraph 8.  The sketch show the two nearest ascertainable points “A” and “C” one being on either side of the section corner “B” on the obliterated boundary. This text alternative is provided for convenience only and does not form part of the official law.

Original survey shows the east boundary of Concession V a straight line and the east boundary of Concession VI also a straight line, but each on different bearings. Join points A and C in the same manner as intended in the original survey and thus re-establish point B as intended in the original survey.

R.R.O. 1990, Reg. 1029, Meth. 125.

METHOD 126

1. Section 37, subsection 2, paragraph 9, to re-establish a concession line or side line of a section between the corners of a sectional township with single fronts that is obliterated and no evidence of the original line exists.

2. Join the nearest ascertainable points on the concession line or side line as intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 126 being a method to re-establish a concession line or side line of a section between the corners of a sectional township with single fronts that is obliterated and no evidence of the original line exists in accordance with Section 37, subsection 2, paragraph 9.  The sketch shows undisputed corners on the section line between lots 2 and 3 at “Z” and “X” and the nearest ascertainable point at “Y”, a undisputed corner between Lots 4 and 5 at “C” and bend at “B” and nearest ascertainable points on the concession line at “A” and “C” and a bend at “B”. This text alternative is provided for convenience only and does not form part of the official law.

Section line between lots 2 and 3, Concession 5, shown as a straight line on the original plan and field notes. Join nearest ascertainable points Y-Z with a straight line to re-establish obliterated side line. Concession line between concessions IV and V across Lot 4 not shown as a straight line. Join nearest ascertainable points A-C as intended in the original survey to re-establish obliterated concession line.

R.R.O. 1990, Reg. 1029, Meth. 126.

R.R.O. 1990, METHOD 127

1. Section 37, subsection 2, paragraph 10, to re-establish a concession line beyond the last side line of a section in a sectional township with single fronts if the concession is broken by a lake or river at its end and the concession line is obliterated and no evidence of the original line exists.

2. Re-establish the obliterated concession line on the same astronomic course shown on the original plan and field notes from the nearest ascertainable point on the concession line in the section in which the concession line is obliterated.

3. SKETCH

Text alternative: Sketch demonstrating Method 127 being a method to re-establish an obliterated concession line in a sectional township with single fronts, in accordance with Section 37, subsection 2, paragraph 10. The sketch shows the obliterated line labelled as “A” and “B” with Point “A” identified as the Nearest Ascertainable Point. This text alternative is provided for convenience only and does not form part of the official law.

Re-establish obliterated concession line A-B on the same astronomic course as shown on the original plan and field notes from the nearest ascertainable point A.

R.R.O. 1990, Reg. 1029, Meth. 127.

METHOD 128

1. Section 37, subsection 2, paragraph 11, to re-establish in a concession the side line of a section in a sectional township with single fronts if the concession is wholly or partly broken by a lake or river on its front and the section line was not surveyed across the lake or river in the original survey and the side line is obliterated and no evidence of the original line exists.

2. Re-establish the obliterated side line of the section on the same astronomic course shown on the original plan and field notes from the nearest ascertainable point on the side line of the section in the section in which the side line is obliterated.

3. SKETCH

Text alternative: Sketch demonstrating Method 128 being a method to re-establish in a concession the side line of a section in a sectional township with single fronts, in accordance with Section 37, subsection 2, paragraph 11. The sketch shows three side lines being broken by a river with the broken lines labelled as “A” and “B” with Point “A” identified as the Nearest Ascertainable Point. This text alternative is provided for convenience only and does not form part of the official law.

Re-establish side line of sections A-B on the same astronomic course as shown on the original plan and field notes from the nearest ascertainable points A.

R.R.O. 1990, Reg. 1029, Meth. 128.

METHOD 129

1. Section 38, to define the front of a concession in a sectional township with single fronts.

2. The front of a concession is the boundary of the concession that is nearest to the boundary of the township from which the concessions therein are numbered or lettered.

3. SKETCH

Text alternative: Sketch demonstrating Method 129 being a method to define the front of a concession in a sectional township with single fronts, in accordance with Section 38. The sketch shows lots and concessions with the concessions numbered from the bottom toward the top of the page. The lines between the concessions are labelled as “Front of concession”. This text alternative is provided for convenience only and does not form part of the official law.

R.R.O. 1990, Reg. 1029, Meth. 129.

METHOD 130

1. Section 39, paragraph 1, to establish in a concession a side line of a lot in a sectional township with single fronts that was not surveyed in the original survey and the side lines of the section in which the lot is located are not broken by a lake or river.

2. Establish the side line of a lot from the front corner of the lot on the astronomic course for the side line of the section in which the lot is located that is nearest the end of the section from which the lots are numbered, if so intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 130 being a method to re-establish in a concession a side line of a lot in a sectional township with single fronts that was not surveyed in the original survey and the side lines of the section in which the lot is located are not broken by a lake or river, in accordance with Section 39, paragraph 1.  The sketch shows the section lines surveyed in the original survey with the sections on the top concession line labelled “corner in original survey” and on the bottom concession line labelled “undisputed section corner in original survey”.  The lower corner of the lot line not surveyed in the original survey is labelled “Corner established in original survey for lots on con 3.  The corners of lot 3 are marked as “A”, “B”, “C” and “D”. This text alternative is provided for convenience only and does not form part of the official law.

Establish lot line A-D on astronomic course of section line C-B.

R.R.O. 1990, Reg. 1029, Meth. 130.

METHOD 131

1. Section 39, paragraph 1, to establish in a concession a side line of a lot in a sectional township with single fronts that was not surveyed in the original survey and the side line of the section in which the lot is located that is nearest the end of the section from which the lots are numbered is broken by a lake or river to such an extent that the course of the side line of the section cannot be accurately determined.

2. Establish the side line of the lot from the front corner of the lot on the astronomic course for the side line of the section in which the lot is located that is farthest from the end of the section from which the lots are numbered, if so intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 131 being a method to re-establish in a concession a side line of a lot in a sectional township with single fronts that was not surveyed in the original survey in accordance with Section 39, paragraph 1.  The sketch shows one section line surveyed in the original survey with its corners labelled “A” and “B”, “undisputed corner” and the other section line partially broken by a lake or river and labelled “Section line broken to such an extent that the course cannot accurately determined”.  The lot line not surveyed in the original survey is marked at the ends with “C” and “D”. This text alternative is provided for convenience only and does not form part of the official law.

Establish a lot line C-D on astronomic course of section line A-B.

R.R.O. 1990, Reg. 1029, Meth. 131.

METHOD 132

1. Section 39, paragraph 1, to establish in a concession a side line of a lot in a sectional township with single fronts that was not surveyed in the original survey and both side lines of the section in which the lot is located are broken by a lake or river to such an extent that the course of either side line cannot be accurately determined.

2. Establish the side line of a lot from the front corner of the lot on the astronomic course shown on the original plan and field notes.

3. SKETCH

Text alternative: Sketch demonstrating Method 132 being a method to re-establish in a concession a side line of a lot in a sectional township with single fronts that was not surveyed in the original survey, in accordance with Section 39, paragraph 1.  The sketch shows one section with both section lines partially broken by a lake or river and labelled “Section line broken by lake or river and the astronomic course cannot be determined”. Between the section lines is the lot line labelled “side line of the lot not surveyed in the original survey”, the ends are labelled “A” and “B” with “B” being labelled “corner established in original survey for lots in concession 3”. This text alternative is provided for convenience only and does not form part of the official law.

Establish lot line A-B on astronomic course shown on the original plan and field notes.

R.R.O. 1990, Reg. 1029, Meth. 132.

METHOD 133

1. Section 39, paragraph 2, to establish in a concession the side line of broken lots in a sectional township with single fronts that was not surveyed in the original survey and the front of the concession in the section is partly or wholly broken by a lake or river and no post was planted on the bank of the lake or river to regulate the widths in front of the broken lots and the original field notes show that a survey line was run on the section limit fronting the concession across the lake or river to regulate the widths in the front of the broken lots.

2. Establish the side line of the broken lots from a point on the survey line run on the section limit fronting the concession determined by dividing proportionately, as intended in the original survey, the distance between the corners of the section.

3. SKETCH

Text alternative: Sketch demonstrating Method 133 being a method to re-establish in a concession the side line of broken lots in a sectional township with single fronts that was not surveyed in the original survey, in accordance with Section 39, paragraph 2.  The sketch shows lots and concession lines being broken by a lake or river.  The concession line broken by the lake or river is labelled “Survey line run in original survey to regulate widths in front of lots in concession 3 broken by lake or river”.  Section corners on this line are labelled “A”, “B” and “C”.  Lot corners at the rear of the concession are labelled “R” and “Y” and the lot lines at the edge of the lake or river are labelled “S” and “X”. This text alternative is provided for convenience only and does not form part of the official law.

A and B are section corners re-established in accordance with the Surveys Act.

R.R.O. 1990, Reg. 1029, Meth. 133.

METHOD 134

1. Section 39, paragraph 3, to establish in a concession the side line of a broken lot in a sectional township with single fronts that was not surveyed in the original survey and the front of the concession in the section is wholly broken by a lake or river and no post was planted in the original survey on the bank of the lake or river to regulate the widths in front of the broken lots and no survey line was run across the lake or river to regulate the widths in front of the broken lots.

2. Establish the side line of such broken lot from the front corner of the lot in the concession to the rear of the wholly broken concession.

3. SKETCH

Text alternative: Sketch demonstrating Method 134 being a method to re-establish in a concession the side line of a broken lot in a sectional township with single fronts that was not surveyed in the original survey, in accordance with Section 39, paragraph 3.  The sketch shows lots and concession lines being broken by a lake or river.  The concession line broken by the lake or river being labelled “Front of Concession 3.  Survey line not run in original survey to regulate widths in front of broken lots”.  The lot lines of the broken lots are labelled “Side line of lot not surveyed in original survey”.  The lot corners at the top of the concession are labelled “A” and “C” and the lot lines at the edge of the lake or river are labelled “B” and “D”. This text alternative is provided for convenience only and does not form part of the official law.

Establish lot lines A-B and C-D from points A and C, respectively, being the front corners of the lots in the concession to the rear.

R.R.O. 1990, Reg. 1029, Meth. 134.

METHOD 135

1. Section 39, paragraph 4, to establish in a concession the side line of broken lots in a sectional township with single fronts that was not surveyed in the original survey if the concession is broken at its end and on the front and rear boundaries by a lake or river and no posts were planted on the bank of the lake or river to regulate the widths in front of the broken lots and the original field notes do not show that a survey line was run in the original survey to regulate the widths in front of the broken lot.

2. Establish the side line of the broken lots from points determined by measuring the distance intended in the original survey from the nearest undisputed corner on the front of the concession along the astronomic course intended for the front of the concession.

3. SKETCH

Text alternative: Sketch demonstrating Method 135 being a method to re-establish in a concession the side line of broken lots in a sectional township with single fronts that was not surveyed in the original survey, in accordance with Section 39, paragraph 4.  The sketch shows concession lines being broken at the front and rear of the concession by a lake or river.  The section corner not broken is identified as Nearest undisputed corner and is labelled “B” and the front of the concession at the edge of the lake or river is identified as Undisputed point and is labelled “A”.  The section corner in the lake is labelled “D” and the lot corner in the lake is labelled “C”.  The corners of the broken lot at the edge of the lake or river are labelled “E”, “F”, “G” and “H”. This text alternative is provided for convenience only and does not form part of the official law.

Establish side lines E-F and G-H from points C and D, determined by measuring distance B-C and C-D intended in the original survey on the astronomic course intended in the original survey for B-A-C-D, the front of Concession IV.

R.R.O. 1990, Reg. 1029, Meth. 135.

METHOD 136

1. Section 40, subsection 1, to define the aliquot parts of any lot in a sectional township with single fronts if the lot or any part of the lot was patented before March 24, 1911.

2. Any aliquot part of such lot is the aliquot part of the area of the lot whether the area so determined by survey is more or less than the area expressed in any grant or other instrument which intended to describe the part.

3. SKETCH

Text alternative: Sketch demonstrating Method 136 being a method to define the aliquot parts of any lot in a sectional township with single fronts in accordance with Section 40, subsection 1. The sketch shows a section with lots 5 and 6 with lot 6 broken by a lake or river.  The upper left portion of lot 5 is identified as North 1/4 of West 1/2.  The lower portion of lot 6 is identified as South 1/4 of Lot.  The corners of lot 5 are labelled as “B”, “C”, “D” and “E” and the corners of lot 6 are labelled as “A”, “B”, “E” “F”, at the edge of the lake or river, “G” also on the edge of the lake or river. This text alternative is provided for convenience only and does not form part of the official law.

Unbroken Lot 5 patented before March 24, 1911. Area by survey, 328 acres. Area of north ¼ of west half described in grant as 40 acres. Determine north ¼ of west half by survey to contain 41 acres.

Broken Lot 6 patented before March 24, 1911. Area by survey, 268 acres. Area of south ¼ described in grant as 80 acres. Determine south ¼ by survey as 268/4 = 67 acres.

R.R.O. 1990, Reg. 1029, Meth. 136.

METHOD 137

1. Section 40, subsection 2, to define the aliquot part of a broken lot in a sectional township with single fronts if the lot or any part of the lot was patented on or after March 24, 1911.

2. Any aliquot part of such broken lot is the aliquot part of the area of the lot whether the area so determined by survey is more or less than the area expressed in any grant or other instrument which intended to describe the part.

3. SKETCH

Text alternative: Sketch demonstrating Method 137 being a method to define the aliquot parts of any lot in a sectional township with single fronts in accordance with Section 40, subsection 2.  The sketch shows a section with lots 3 and 4 with lot 4 broken by a lake or river and lot 3 containing a small lake.  The right portion of lot 3 is identified as East 1/2 and the left portion of lot 3 is identified as West 1/2.  The lower portion of lot 4 is identified as S 1/2 and the upper portion identified as N 1/2.  The corners of lot 3 are labelled as “A”, “B”, “C” and “D” and the corners of lot 4 are labelled as “A”, “D”, “E” and “G”, at the edge of the lake or river. This text alternative is provided for convenience only and does not form part of the official law.

Broken Lot 3 patented on or after March 24, 1911. Total area of lot by survey, 294 acres. Area of lot described in grant, 308 acres. Area of west ½ of lot to be determined by survey as 294/2 acres.

Broken Lot 4 patented on or after March 24, 1911. Total area by survey, 271 acres. Area of south ½ defined by grant, 130 acres. Area of south ½ to be determined by survey as 271/2 acres.

R.R.O. 1990, Reg. 1029, Meth. 137.

METHOD 138

1. Section 40, subsection 3, to define any aliquot part of an unbroken lot in a sectional township with single fronts if the whole or part of the lot was patented on or after March 24, 1911.

2. Any aliquot part of such unbroken lot is the aliquot part of the frontage or depth of the lot whether the area of the aliquot part so determined is more or less than the area expressed in any grant or other instrument intended to describe the part.

3. SKETCH

Text alternative: Sketch demonstrating Method 138 being a method to define the aliquot parts of an unbroken lot in a sectional township with single fronts in accordance with Section 40, Subsection 3.  The sketch shows a section with lots 3 and 4.  The right portion of lot 3 is identified as East 1/2 and the upper left portion of lot 3 is identified as North 1/4 of West 1/2.  The corners of Lot 3 are labelled “A”, “B”, “C” and “D”.  The line between the right and left portion of lot 3 are marked “E” and “G” and the upper left portion of lot 3 is labelled “A”, “E”, “F” and “H”. This text alternative is provided for convenience only and does not form part of the official law.

Unbroken Lot 3 patented on or after March 24, 1911. Determine aliquot part A-E-H-F of west ½ by survey as follows:

Divide frontage D-C into two equal parts. Survey line E-G on astronomic course as in case of lot line A-D not surveyed in the original survey.

Divide depths A-D and B-C into four equal parts and join H-J with straight line.

R.R.O. 1990, Reg. 1029, Meth. 138.

METHOD 139

1. Section 40, subsection 4, to survey the boundaries of an aliquot part of any lot the whole or part of which was patented before March 24, 1911, and the aliquot part of a broken lot the whole or part of which was patented on or after March 24,1911, in a sectional township with single fronts if the front of the lot is unbroken by a lake or river at either end and no aliquot part of such lot was surveyed before July 1, 1944.

2. Survey the unsurveyed boundaries on the same astronomic course as a side line of a lot not surveyed in the original survey or parallel to a straight line joining the front corners of the lot, as the case may be.

3. SKETCH

Text alternative: Sketch demonstrating Method 139 being a method to survey the boundaries of an aliquot part of any lot in a sectional township with single fronts in accordance with Section 40, subsection 4. The sketch shows a section with lots 3 and 4.  The lower left portion of lot 3 is highlighted and the corners are marked “C”, “J”, “I” and “F”.  The lower right portion of lot 4 is highlighted and the corners are labelled “A”, “B”, “C” and “D”.  The section boundary at lot 3 is labelled “G”, “H” and “K” and the lot line between lots 3 and 4 is labelled “C”, “J”, “B” and “L”. This text alternative is provided for convenience only and does not form part of the official law.

Lot 3 patented before March 24, 1911, and no aliquot part surveyed before July 1, 1944. The boundaries of aliquot part C-F-I-J to be surveyed as follows:

I-F on same astronomic course as lot line C-L. I-J parallel to straight line joining front corners of lot C-G.

Broken Lot 4 patented on or after March 24, 1911, and no aliquot part surveyed before July 1, 1944. Boundaries of aliquot part A-B-C-D to be surveyed as follows:

A-D on same astronomic course as lot line C-L. A-B parallel to straight line joining front corners of lot E-C.

R.R.O. 1990, Reg. 1029, Meth. 139.

METHOD 140

1. Section 40, subsection 4, to survey the boundaries of an aliquot part of any lot the whole or any part of which was patented before March 24, 1911, and the aliquot part of a broken lot the whole or any part of which was patented on or after March 24, 1911, in a sectional township with single fronts if the rear boundary of the lot is unbroken at either of its ends and the front boundary is broken by a lake or river at either or both ends and no aliquot part of such lot was surveyed before July 1, 1944.

2. Survey the unsurveyed boundaries on the same astronomic course as a side line of a lot not surveyed in the original survey or parallel to a straight line joining the rear corners of the lot, as the case may be.

3. SKETCH

Text alternative: Sketch demonstrating Method 140 being a method to survey the boundaries of an aliquot part of any lot in a sectional township with single fronts in accordance with Section 40, subsection 4. The sketch shows a section with lots 5 and 6 with the lots broken by a lake or river.  The upper left portion of lot 5 is highlighted and labelled “A”, “X”, “Y” and “W”.  The upper right portion of lot 6 is highlighted and labelled “R”, “A”, “W” and “S”.  The section boundary at lot 5 is labelled “B” and “C” and the rear of the concession is labelled “G” and “B”.  The lot line at the edge of the lake or river is labelled “E”. This text alternative is provided for convenience only and does not form part of the official law.

Broken Lot 5 patented before March 24, 1911, and no aliquot part surveyed before July 1, 1944. Boundaries of aliquot part A-W-X-Y to be surveyed as follows:

X-Y on same astronomic course as lot line A-E. W-Y parallel to straight line joining rear corners of lot A and B.

Broken Lot 6 patented on or after March 24, 1911, and no aliquot part surveyed before July 1, 1944. Boundaries of aliquot part R-S-W-A to be surveyed as follows:

R-S on same astronomic course as lot line E-A. S-W parallel to straight line joining rear corners of lot A-G.

R.R.O. 1990, Reg. 1029, Meth. 140.

METHOD 141

1. Section 40, subsection 4, to survey the boundaries of an aliquot part of a broken lot and an unbroken lot the whole or part of which was patented before March 24, 1911, and the aliquot part of a broken lot the whole or part of which was patented on or after March 24, 1911, in a sectional township with single fronts if both the front boundary and the rear boundary of the lot are broken by a lake or river at either or both ends and no aliquot part of such lot was surveyed before July 1, 1944.

2. Survey the unsurveyed boundaries on the same astronomic course as a side line of a lot not surveyed in the original survey or on the same astronomic course as the front boundary of the concession as shown on the original plan and field notes, but, if the course is not shown on the original plan and field notes, on the astronomic course intended for the front boundary of the concession in the section in which the lot is located.

3. SKETCH

Text alternative: Sketch demonstrating Method 141 being a method to survey the boundaries of an aliquot part of a broken lot in a sectional township with single fronts in accordance Section 40, subsection 4.  The sketch shows a section with lots 7 and 8.  Both lots are divided up into narrow strips.  The front of the concession is labelled “L”, “M” and “N”.  A portion of lot 7 is highlighted and labelled “A”, “B”, “C” and “D” and a portion of lot 8 is highlighted and labelled “O”, “P”, “Q” and “R”. This text alternative is provided for convenience only and does not form part of the official law.

Lot 7 patented before March 24, 1911, and no aliquot part surveyed before July 1, 1944. Boundaries of aliquot part A-B-C-D to be surveyed as follows:

A-D and B-C on the same astronomic course as lot line X-Y not surveyed in the original survey. A-B on the same astronomic course as front boundary of lot N-M as shown on the original plan and field notes or as intended in the original survey.

Broken Lot 8 patented on or after March 24, 1911, and no aliquot part surveyed before July 1, 1944. Boundaries of aliquot part O-P-Q-R to be surveyed as follows:

O-R and P-Q on the same astronomic course as lot line X-Y not surveyed in the original survey. R-Q of the same astronomic course as front boundary of concession L-M shown on the original plan and field notes or as intended in the original survey.

R.R.O. 1990, Reg. 1029, Meth. 141.

METHOD 142

1. Section 40, subsection 5, to survey the boundaries of an aliquot part of an unbroken lot the whole or any part of which was patented on or after March 24, 1911, in a sectional township with single fronts.

2. Survey the boundaries on the same astronomic course of a side line not surveyed in the original survey from points on the front boundary of the lot determined by dividing the measurement between the front corners equally or by joining with straight lines points on the side lines of the lot determined by dividing the measurement between the front and rear corners of the lot equally, as the case may be, without regard to the manner in which the aliquot part of any such lot is described in any grant or other instrument.

3. SKETCH

Text alternative: Sketch demonstrating Method 142 being a method to survey the boundaries of an aliquot part of a lot in a sectional township with single fronts, in accordance with Section 40, subsection 5. The sketch shows a lot divided up into a number of portions The lot is labelled at the corners and various dividing lines as “A”, “K”, “B”, “L”, “M”, “N”, “C”, “G”, “F”, “D”, “Q”, “O” and “P”.  The line up the middle of the lot is labelled “G”, “H”, “I” “J”, “K”.  The upper left portion of the lot is highlighted and identified as NW 1/4 of W 1/2 of North 1/2 and a portion on the right is identified as North 1/2 of SE 1/4 and is labelled “H”, “I”, “M” and “N”. This text alternative is provided for convenience only and does not form part of the official law.

Note

All aliquot divisions of width shall be surveyed along the front of a lot.

All aliquot divisions of depth shall be surveyed along both side lines of a lot.

Examples

The boundaries of the north west ¼ or the west ½ of the north ½ shall be surveyed as follows:

K-I on the same astronomic course of a side line of a lot not surveyed in the original survey from the equal division point G on the front of the lot.

O-I on a straight line joining the equal distant points M and O on the said lines of the lot.

The boundaries of the north ½ of the south east ¼ shall be surveyed as follows:

H-I the same astronomic course of a side line of a lot not surveyed in the original survey from the equal division point G on the front of the lot.

I-M on a straight line joining the equal division points M and O on the side lines of the lot.

H-N on a straight line joining the equal division points N and Q on the side lines of the lot.

R.R.O. 1990, Reg. 1029, Meth. 142.

METHOD 143

1. Section 41, to establish in a concession the course of a boundary line of a section in a sectional township with single fronts to survey the side line of a lot in a section not surveyed in the original survey.

2. Establish a straight line joining the section corners on the side line of the section intended to govern the side line and determine its astronomic course.

3. SKETCH

Text alternative: Sketch demonstrating Method 143 being a method to establish the course of a boundary line of a section in a sectional township with single fronts or survey the side line of a lot in a section not surveyed in the original survey, in accordance with Section 41. The sketch shows 4 sections with the section boundary lines to be surveyed labelled as “D and “E” and “G” and “H”.  These corners are also identified as “undisputed section corners”. This text alternative is provided for convenience only and does not form part of the official law.

Astronomic course of straight line G-H governing line for side line between lots 3 and 4, Concession III, if so intended. Astronomic course of straight line E-D governing line for side line between lots 5 and 6, Concession III, if so intended.

R.R.O. 1990, Reg. 1029, Meth. 143.

PART VII
SECTIONAL TOWNSHIPS WITH SECTIONS AND QUARTER SECTIONS

METHOD 144

1. Section 42, clause (a), a “sectional township with sections and quarter sections” means a township divided into sections and quarter sections having regular dimensions without road allowances between sections where the usual practice in the original survey was to survey the township boundaries and section lines and to establish the section corners and quarter section corners.

2. SKETCH

Text alternative: Sketch demonstrating Method 144 being a method to define a Sectional Township with sections and quarter sections without allowances for roads, in accordance with Section 42, clause a. The sketch shows a typical township survey with sections consecutively numbered as well as the dimension of boundaries of each section. This text alternative is provided for convenience only and does not form part of the official law.

Heavy lines (—) indicate lines surveyed.

Squares (J) indicate section and quarter section corners established but not always posted.

R.R.O. 1990, Reg. 1029, Meth. 144.

METHOD 145

1. Section 42, clause (b), a “sectional township with sections and quarter sections” means a township divided into sections and quarter sections having regular dimensions and with road allowances of uniform width between sections where the usual practice in the original survey was to survey the township boundaries and the section lines on the west and south sides of the road allowances and to establish the section corners and quarter section corners on the surveyed lines.

2. (i) SKETCH

Text alternative: Sketch 1 demonstrating Method 145 being a method to define a Sectional Township with sections and quarter sections with road allowances for roads, in accordance with Section 42, clause b. The sketch shows a typical township survey with sections consecutively numbered as well as the dimension of boundaries of each quarter section. This text alternative is provided for convenience only and does not form part of the official law.

Heavy lines (—) indicate lines surveyed.

Squares (J) indicate section and quarter section corners usually posted.

Sketch (i) illustrates the corners usually posted on township boundaries that are abutted by a different system of survey or a tract of land not subdivided.

(ii) SKETCH

Text alternative: Sketch 2 demonstrating Method 145 being a method to define a Sectional Township with sections and quarter sections with road allowances for roads, in accordance with Section 42, clause b. The sketch shows a typical township survey with sections consecutively numbered as well as the dimension of boundaries of each quarter section. This text alternative is provided for convenience only and does not form part of the official law.

Heavy lines (—) indicate lines surveyed.

Squares (J) indicate section and quarter section corners usually posted.

Sketch (ii) illustrates the corners usually posted on township boundaries that are abutted by the same system of survey.

R.R.O. 1990, Reg. 1029, Meth. 145.

METHOD 146

1. Section 43, subsection 1, to define the limits of the one chain road allowance between sections in a sectional township with sections and quarter sections and road allowances between sections surveyed under the instructions of the Department of Interior of Canada with one and one-half chain road allowances between sections.

2. The one chain road allowance shall lie north and east of and adjoin the south and west sides of the one and one-half chain road allowance surveyed in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 146 being a method to define the limits of the one chain road allowance between sections in a sectional township with sections and quarter sections in accordance with Section 43, subsection 1. The sketch shows a typical section comprised of four quarter sections, the upper and right-side section boundaries being originally surveyed are labelled, while the left and bottom portions of the adjoining road allowances, being originally surveyed are also labelled.  The west side of the road allowance is labelled “A”, “B” and “C” and in the other section the west side of the road allowance is labelled “E”, “F” and “G”. This text alternative is provided for convenience only and does not form part of the official law.

The one chain (66 feet) road allowance forms part of the original 1.5 chain (99 feet) road allowance and lies north of the south sides A-D-E and C-H-G of original road allowances and east of the west sides A-B-C and E-F-G of original road allowances.

R.R.O. 1990, Reg. 1029, Meth. 146.

R.R.O. 1990, METHOD 147

1. Section 43, subsection 2, to define the strips of land formerly parts of the original one and one-half chain road allowance in a sectional township with sections and quarter sections and road allowances between sections surveyed under instructions of the Department of Interior of Canada.

2. The strips of land formerly forming parts of the original road allowances are detached from the original road allowances and attached to and form part of the quarter sections immediately adjoining the strips of land on the east and north limits thereof.

3. SKETCH

Text alternative: Sketch demonstrating Method 147 being a method to define the limits of the one chain road allowance between sections in a sectional township with sections and quarter sections in accordance with Section 43, subsection 2. The sketch shows a typical section comprised of four quarter sections with remnants of the original 99 feet allowance added to respective adjacent sections, the upper and right-side section boundaries being originally surveyed are labelled, while the left and bottom portions of the adjoining road allowances, being originally surveyed are also labelled. This text alternative is provided for convenience only and does not form part of the official law.

Hatched areas are strips of land formerly parts of original road allowances, now attached to and forming part of the N.W. ¼, S.W. ¼ and the S.E. ¼ of section 10 adjoining the strips on the east and north. N.W. ¼ section originally surveyed with 160 acres is increased to 162 acres by strip on west side. S.E. ¼ section originally surveyed with 160 acres is increased to 162 acres by strip on south side. S.W. ¼ section originally surveyed with 160 acres is increased to 164.025 acres by strips on west and south side. N.E. ¼ section remains unchanged.

R.R.O. 1990, Reg. 1029, Meth. 147.

METHOD 148

1. Section 43, subsection 3, to define the governing points in a sectional township with sections and quarter sections and road allowances between sections surveyed under instructions of the Department of Interior of Canada, for the purpose of re-establishing a lost corner or obliterated boundary of a section or quarter section and establishing a section or quarter section corner not established in the original survey.

2. The governing points shall be the section and quarter section corners established in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 148 being a method to define the governing points in a sectional township with sections and quarter sections in accordance with Section 43, subsection 3. The sketch shows a typical section comprised of four quarter sections with original 99 foot road allowance around the section, the upper and right-side section boundaries being originally surveyed are labelled, while the left and bottom portions of the adjoining road allowances, being originally surveyed are also labelled, it also provides reference points which represents the governing points from which the lost corner or obliterated boundary is to re-established. This text alternative is provided for convenience only and does not form part of the official law.

Section and quarter section corners A, B, C, D, E, F, G, H shall be the governing points to re-establish a lost corner or obliterated boundary on surveyed lines A-C, E-G, A-E and C-G and also to establish section and quarter section corners S, T, U not established in the original survey of section 10.

R.R.O. 1990, Reg. 1029, Meth. 148.

METHOD 149

1. Section 44, subsection 1, paragraph 2, to re-establish a lost corner of a section or quarter section surveyed in the original survey in a sectional township with sections and quarter sections and road allowances between sections where no evidence of the lost corner exists.

2. Determine the distance between the two nearest undisputed corners, one being on either side of the lost corner, and re-establish the lost corner by dividing the distance proportionately as intended in the original survey, having due regard for any road allowance made in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 149 being a method to re-establish a lost corner of a section or quarter section in a sectional township with sections, quarter sections and road allowances in accordance with Section 44, subsection 1, paragraph 2. The sketch shows two sections with points “A”, “B”, “C” and “D” labelled along the road allowance, points “A” and “B” are labelled “undisputed corner” while “C” is labelled “lost section corner” and “D” is labelled “lost 1/4 section corner”. This text alternative is provided for convenience only and does not form part of the official law.

To re-establish lost section corner C, divide distance A-B proportionately as intended in the original survey, having due regard for the road allowances between sections.

To re-establish lost ¼ section corner D, divide distance A-C proportionately as intended in the original survey, having due regard for the road allowances between sections.

R.R.O. 1990, Reg. 1029, Meth. 149.

METHOD 150

1. Section 44, subsection 1, paragraph 2, to re-establish a lost corner of a section or quarter section in a sectional township with sections and quarter sections without road allowances between sections on a township boundary where no evidence of the lost corner exists.

2. Determine the distance between the two nearest undisputed corners, one being on either side of the lost corner, and re-establish the lost corner by dividing the distance proportionately as intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 150 being a method to re-establish a lost corner of a section or quarter section in a sectional township with sections, quarter sections without road allowances in accordance with Section 44, subsection 1, paragraph 2. The sketch shows two sections with points “A”, “B”, “C” and “D” labelled along the upper section limit, points “A” and “B” are labelled “undisputed corner” while “C” is labelled “lost section corner” and “D” is labelled “lost 1/4 section corner”. This text alternative is provided for convenience only and does not form part of the official law.

To re-establish lost section corner C, divide distance A-B proportionately as intended in the original survey.

To re-establish lost ¼ section corner D, divide distance A-C proportionately as intended in the original survey.

R.R.O. 1990, Reg. 1029, Meth. 150.

METHOD 151

1. Section 44, subsection 1, paragraph 3, to re-establish a lost corner of a section in a sectional township with sections and quarter sections without road allowances between the sections on a section boundary in the interior of the township and no evidence of the lost corner exists.

2. Intersect the straight lines joining the nearest ascertainable points on the adjoining intersecting section boundaries.

3. SKETCH

Text alternative: Sketch demonstrating Method 151 being a method to re-establish a lost corner of a section or quarter section in a sectional township with sections, quarter sections without road allowances in accordance with Section 44, subsection 1, paragraph 3. The sketch shows four sections adjacent to a township boundary with lines between sections being labelled “C”, “A”, “B” with “C” labelled “nearest undisputed quarter section corner”, “A” labelled “lost section corner” and “B” labelled “nearest undisputed quarter section corner”.  The north south section line is labelled “E”, “A” “D”, with “E” labelled “nearest ascertainable point”, and “D” labelled “nearest undisputed corner”. This text alternative is provided for convenience only and does not form part of the official law.

Establish lost section corner A at the intersection of straight lines joining ascertainable point E and quarter section corner D and section corner B and quarter section corner C, respectively.

R.R.O. 1990, Reg. 1029, Meth. 151.

METHOD 152

1. Section 44, subsection 1, paragraph 3, to re-establish a lost corner of a section surveyed in the original survey in a sectional township with sections and quarter sections and road allowances between the sections on a section boundary in the interior of the township and no evidence of the lost corner exists.

2. Intersect the straight lines joining the nearest ascertainable points on the adjoining intersecting section boundaries.

3. SKETCH

Text alternative: Sketch demonstrating Method 152 being a method to re-establish a lost corner of a section in a sectional township with sections, quarter sections and road allowances in accordance with Section 44, subsection 1, paragraph 3. The sketch shows four adjacent sections with points along lines “C”, “A” and “B” and “E”, “A” and “D”, wherein points “C” and “D” are labelled “undisputed quarter section corner”, “B” is labelled “undisputed section corner”, “A” is labelled “lost section corner” and “E” is labelled “ascertainable point”. This text alternative is provided for convenience only and does not form part of the official law.

Establish lost section corner A at the intersection of straight lines joining ascertainable point E and quarter section corner D and quarter section corner C and section corner B, respectively.

R.R.O. 1990, Reg. 1029, Meth. 152.

METHOD 153

1. Section 44, subsection 1, paragraph 4, to re-establish a lost corner of a quarter section in a sectional township with sections and quarter sections without road allowances between sections on a section boundary in the interior of the township and no evidence of the lost corner exists.

2. Join the nearest ascertainable points on the section boundary. Determine the distance between the section corners along the boundary of the section in which the quarter section corner is lost and divide the distance proportionately as intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 153 being a method to re-establish a lost corner of a quarter section in a sectional township with sections, quarter sections and without road allowances in accordance with Section 44, subsection 1, paragraph 4. The sketch shows a section consisting of four quarter sections with section corners being labelled “section corner” and “quarter section corner”, along the upper limit of the section, points “A” and “B” are labelled “section corner” while points along the line “A” to “B” are “X”, “C”, and “Y” and are labelled “ascertainable point” “lost quarter section corner” and “ascertainable point” respectively. This text alternative is provided for convenience only and does not form part of the official law.

Re-establish lost quarter section corner C by joining ascertainable points X and Y and dividing the distance between section corners A and B proportionately as intended in the original survey.

R.R.O. 1990, Reg. 1029, Meth. 153.

METHOD 154

1. Section 44, subsection 1, paragraph 4, to re-establish a lost corner of a quarter section in a sectional township with sections and quarter sections and with road allowances between sections on the surveyed boundary of a section in the interior of the township and no evidence of the lost corner exists.

2. Join the nearest ascertainable points on the section boundary in which the corner is lost. Determine the distance between the section corners of the section on the boundary in which the quarter section corner is lost and divide the distance proportionately as intended in the original survey, having due regard for any road allowance made in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 154 being a method to re-establish a lost corner of a quarter section in a sectional township with sections, quarter sections and road allowances in accordance with Section 44, subsection 1, paragraph 4. The sketch shows a section consisting of four quarter sections surrounded by road allowances, with section corners being labelled “section corner” and “quarter section corner”, along the upper limit of the section, points “A” and “B” are labelled “section corner” while points along the line “A” to “B” are “X”, “C”, and “Y” and are labelled “ascertainable point” “lost quarter section corner” and “ascertainable point” respectively. This text alternative is provided for convenience only and does not form part of the official law.

Re-establish lost quarter section corner C by joining ascertainable points X and Y and dividing the distance between section corners A and B proportionately as intended in the original survey, having due regard for any road allowance made in the original survey.

R.R.O. 1990, Reg. 1029, Meth. 154.

METHOD 155

1. Section 44, subsection 1, paragraph 5, to re-establish a part of an obliterated township boundary in a sectional township with sections and quarter sections without road allowances between sections and no evidence of the township boundary exists.

2. Join the nearest ascertainable points of the township boundary as intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 155 being a method to re-establish a part of an obliterated township boundary in a sectional township with sections, quarter sections and without road allowances in accordance with Section 44, subsection 1, paragraph 5. The sketch shows four sections, with two sections being adjacent to a township boundary. Points “A” and “B” are located along the township boundary and are labelled “Nearest ascertainable point”, with the line between them being labelled “Bends in original survey” and “Township Boundary obliterated”. This text alternative is provided for convenience only and does not form part of the official law.

Re-establish by joining the nearest ascertainable points A and B as intended in the original survey.

R.R.O. 1990, Reg. 1029, Meth. 155.

METHOD 156

1. Section 44, subsection 1, paragraph 5, to re-establish a part of an obliterated township boundary in a sectional township with sections and quarter sections and with road allowances between the sections and no evidence of the township boundary exists.

2. Join the nearest ascertainable points of the township boundary as intended in the original survey, having due regard for any road allowance made in the original survey between the sections.

3. SKETCH

Text alternative: Sketch demonstrating Method 156 being a method to re-establish a part of an obliterated township boundary in a sectional township with sections, quarter sections and with road allowances in accordance with Section 44, subsection 1, paragraph 5. The sketch shows two sections adjacent to a township boundary. Points “A” and “B” are located along the township boundary on the road allowance and are labelled “Nearest ascertainable point”, with the line between them being labelled “Bends in original survey” and “Township Boundary obliterated”. This text alternative is provided for convenience only and does not form part of the official law.

Re-establish by joining the nearest ascertainable points A and B as intended in the original survey, having due regard for any road allowance made in the original survey.

R.R.O. 1990, Reg. 1029, Meth. 156.

METHOD 157

1. Section 44, subsection 1, paragraph 6, to re-establish a part of an obliterated section boundary in a sectional township with sections and quarter sections without road allowances between sections in the interior of a township and no evidence of the section boundary exists.

2. Join the nearest ascertainable points of the section boundary as intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 157 being a method to re-establish a part of an obliterated section boundary in a sectional township with sections, quarter sections and without road allowances in accordance with Section 44, subsection 1, paragraph 6. The sketch shows four sections two of which are adjacent to a township boundary. Points “A” and “B” are located along a section boundary and labelled “Nearest ascertainable point” and a portion of the line between the points is labelled “obliterated”. This text alternative is provided for convenience only and does not form part of the official law.

Re-establish by joining the nearest ascertainable points A and B as intended in the original survey.

R.R.O. 1990, Reg. 1029, Meth. 157.

METHOD 158

1. Section 44, subsection 1, paragraph 6, to re-establish a part of an obliterated section boundary in a sectional township with sections and quarter sections and with road allowances between sections in the interior of a township surveyed in the original survey and no evidence of the section boundary exists.

2. Join the nearest ascertainable points of the section boundary as intended in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 158 being a method to re-establish a part of an obliterated section boundary in a sectional township with sections, quarter sections and with road allowances in accordance with Section 44, subsection 1, paragraph 6. The sketch shows four sections with each divided into quarter sections. Points “A” and “B” are located along the road allowance of a section boundary and labelled “Nearest ascertainable point” with the line between the points labelled “obliterated”. This text alternative is provided for convenience only and does not form part of the official law.

Re-establish by joining the nearest ascertainable points A and B as intended in the original survey.

R.R.O. 1990, Reg. 1029, Meth. 158.

METHOD 159

1. Section 44, subsection 2, to establish an original section line on the north or east side of the original road allowance in a sectional township with sections and quarter sections and with road allowances between sections defined in Method 145 and not surveyed in the original survey.

2. Measure the width of the road allowance shown on the original plan and field notes from the section line on the south or west side, as the case may be, of the original road allowance.

3. SKETCH

Text alternative: Sketch demonstrating Method 159 being a method to establish an original section line on the north or east side of the original road allowance in a sectional township with sections, quarter sections and road allowances in accordance with Section 44, subsection 2. The sketch shows a section consisting of four quarter sections surrounded by road allowances, the letters “A” to “G” are shown along the originally surveyed limits and are labelled “section line surveyed in original survey, while the lines opposite to these limits, being “Y”, “X” and “Z”, are labelled “section line not surveyed in original survey”. This text alternative is provided for convenience only and does not form part of the official law.

To establish section boundaries X-Y and X-Z not surveyed in the original survey, measure the width of the original road allowance shown on the original plan and field notes from the section boundaries A-B-C and C-D-E, respectively, both of which were surveyed in the original survey.

R.R.O. 1990, Reg. 1029, Meth. 159.

METHOD 160

1. Section 45, clause (a), to establish a corner of a section shown on the original plan and field notes in a sectional township with sections and quarter sections and with road allowances between sections defined in Method 145 on a section line not surveyed in the original survey.

2. Measure the widths of the road allowances shown on the original plan and field notes from the two section corners of the adjacent sections on the opposite sides of the road allowances.

3. SKETCH

Text alternative: Sketch demonstrating Method 160 being a method to establish a corner of a section shown on the original plan and field notes in a sectional township with sections, quarter sections and with road allowances in accordance with Section 45, clause a. The sketch shows a section consisting of four quarter sections surrounded by road allowances, the lines between the letters “A”, “C” and “B”, “D” “E” and “B” are labelled “Section line surveyed in original survey”, while the lines between the letters “A” to “F” are labelled “Section line not surveyed in original survey”. This text alternative is provided for convenience only and does not form part of the official law.

At points B, C and E survey posts were generally planted in the original survey on section lines surveyed in the original survey.

Points A and D on section lines surveyed in the original survey were established but not usually posted in the original survey. Establish section corners at points F by measuring the widths of the road allowances shown on the original plan and field notes from the section corners at points A and D.

R.R.O. 1990, Reg. 1029, Meth. 160.

METHOD 161

1. Section 45, clause (b), to establish a corner of a quarter section shown on the original plan and field notes in a sectional township with sections and quarter sections and with road allowances between the sections defined in Method 145 on a section line not surveyed in the original survey.

2. Measure the width of the road allowance as shown on the original plan and field notes from the opposite quarter section corner on the other side of the road allowance and join a straight line between that quarter section corner and the opposite quarter section corner at the other side of the section.

3. SKETCH

Text alternative: Sketch demonstrating Method 161 being a method to establish a corner of a quarter section shown on the original plan and field notes in a sectional township with sections, quarter sections and with road allowances in accordance with Section 45, clause b. The sketch shows a section consisting of four quarter sections surrounded by road allowances, section boundaries are labelled “A” and “B” at the quarter section corners with boundary “A” being labelled “section line surveyed in original survey” and boundary “B” labelled “section not surveyed in original survey”. This text alternative is provided for convenience only and does not form part of the official law.

Establish quarter section corners at points B by joining straight lines between quarter section corners at points A which are opposite to each other and measuring along such lines the width of the road allowances as shown on the original plan and field notes.

R.R.O. 1990, Reg. 1029, Meth. 161.

METHOD 162

1. Section 46, to establish the interior boundaries of half sections or quarter sections in a sectional township with sections and quarter sections without road allowances between the sections.

2. Connect the opposite quarter section corners on the boundaries of the section by straight lines.

3. SKETCH

Text alternative: Sketch demonstrating Method 162 being a method to establish interior boundaries of half sections or quarter sections in a sectional township with sections, quarter sections and without road allowances in accordance with Section 46. The sketch shows a section consisting of four quarter sections with quarter section corners “A”, “B”, “C” and “D” being labelled “1/4 Section corner”. This text alternative is provided for convenience only and does not form part of the official law.

Establish interior boundary of ½ section by connecting points A and B by a straight line.

Establish interior boundaries of ¼ sections by connecting points A and B and C and D by straight lines.

R.R.O. 1990, Reg. 1029, Meth. 162.

METHOD 163

1. Section 46, to establish the interior boundaries of half sections or quarter sections in a sectional township with sections and quarter sections and with road allowances between the sections.

2. Connect the opposite quarter section corners on the surveyed section boundaries of the section and the quarter section corners on the surveyed boundaries of the adjacent sections opposite the quarter section corners in the sections which were not posted in the original survey.

3. SKETCH

Text alternative: Sketch demonstrating Method 163 being a method to establish the interior boundaries of half sections or quarter sections in a sectional township with sections, quarter sections and with road allowances in accordance with Section 46. The sketch shows a section consisting of four quarter sections surrounded by road allowances, with labels “A”, “B”, “C”, “D”, “E” and “F”, at the quarter section corners and labelled “1/4 section corner”. Points “D” and “F” are labelled “1/4 Section corner established by Method 161”. This text alternative is provided for convenience only and does not form part of the official law.

Establish interior boundaries of a half section by connecting ¼ section corners at A and B or C and D with a straight line.

Establish interior boundaries of the ¼ sections by connecting ¼ section corners A and B and C and D with straight lines.

R.R.O. 1990, Reg. 1029, Meth. 163.

METHOD 164

1. Section 47, subsection 1, to determine the aliquot part of a quarter section in a sectional township with sections and quarter sections.

2. The aliquot part of a quarter section is the aliquot part of the frontage or the depth between the quarter section corners determined by survey whether or not the area so determined is more or less than the area expressed in any grant or other instrument that intended to describe the part.

3. SKETCH

Text alternative: Sketch demonstrating Method 164 being a method to determine the aliquot part of a quarter section in a sectional township with sections and quarter sections in accordance with Section 47, subsection 1. The sketch shows a section consisting of four quarter sections with section corners being labelled “A” to “H”. The upper left quarter section is further subdivided into four sub-sections with their corners being labelled “A”, “P”, “B”, “T”, “X”, “S”, “H”, “Q” and “R”.  The most upper left portion is identified as NW 1/4 of NW 1/4 Section or W 1/2 of N 1/2 of NW 1/4 Section. This text alternative is provided for convenience only and does not form part of the official law.

North west ¼ section A, B, X, H contains by measurement 162 acres and is described in grant as 160 acres.

North west ¼ of the north west ¼ section or the west half of the north half of the north west ¼ section shall be determined by aliquot division of the frontage and depths as follows:

Distance A-P ½ distance A-B

Distance A-R ½ distance A-H

Distance B-T ½ distance B-X

Distance H-S ½ distance H-X

R.R.O. 1990, Reg. 1029, Meth. 164.

METHOD 165

1. Section 47, subsection 2, to define the aliquot part of a half section in a sectional township with sections and quarter sections.

2. The aliquot part of a half section is the aliquot part of the frontage or depth between the quarter section corners of the quarter sections forming the half section as determined by survey whether or not the area so determined is more or less than the area expressed in any grant or other instrument that intended to describe the part.

3. SKETCH

Text alternative: Sketch demonstrating Method 165 being a method to define the aliquot part of a half section in a sectional township with sections and quarter sections in accordance with Section 47, subsection 2. The sketch shows a section consisting of four quarter sections with section corners being labelled “A”, “B”, “C”, “D”, “F”, “G”, “K”, “J” and “X”. The lower right quarter sections is further subdivided into a top and bottom portion.  The bottom portion is highlighted and labelled South 1/4 of the East half to be determined as the South half of the south east 1/4 section. With its corners labelled “E” to “H” and labelled internally “South 1/4 of the East half to be determined as the South half of the South East 1/4 section”. This text alternative is provided for convenience only and does not form part of the official law.

East half of section B-C-F-G contains by survey 322 acres and is expressed in a grant as 320 acres.

The south quarter of the east half shall be determined by survey as the south half of the south east quarter section as follows:

Establish quarter section corners X and D and fix E-F as ½ of D-F and H-G as ½ of X-G.

R.R.O. 1990, Reg. 1029, Meth. 165.

METHOD 166

1. Section 47, subsection 3, to establish the boundaries of aliquot parts of a quarter section or a half section in a sectional township with sections and quarter sections.

2. Connect by straight lines the points opposite each other on the boundaries of each quarter section determined by dividing the frontage and depth along each boundary of each quarter section into aliquot parts.

3. SKETCH

Text alternative: Sketch demonstrating Method 166 being a method to establish the boundaries of aliquot parts of a quarter section or a half section in a sectional township with sections and quarter sections in accordance with Section 47, subsection 3. The sketch shows a section consisting of four quarter sections with section corners being labelled “A”, “B”, “C”, “D”, “E”, “F”, “G”, “H” and “J”. Two of the quarter sections are further subdivided with their corners labelled “A”, “M”, “K”, “H” and “Y”, “E”, “F” and “X” respectively.  The left portion of the upper left 1/4 section is highlighted and identified as West 2/3 of North West 1/4 Section.  The bottom portion of the lower right quarter section is highlighted and identified as S 1/4 of East half. This text alternative is provided for convenience only and does not form part of the official law.

Interior boundary of the west ²/3 A-M-K-H of the north west quarter section A-B-J-H shall be surveyed by joining with a straight line points M and K which points fix the aliquot division of depth along the quarter section boundaries A-B and H-J, respectively. Interior boundary of the south ¼ X-Y-E-F of the east ½ B-C-E-F shall be surveyed by joining with a straight line the midway points X and Y of the south east quarter section boundaries J-F and D-E, respectively.

R.R.O. 1990, Reg. 1029, Meth. 166.