jswizzle3737/ontario_laws_and_regs huggingface dataset:
Examples
  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
Examples
  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.
Examples
  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.
Examples
  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
Examples
  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.
Examples
  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.
Examples
  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
Examples
  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.
Examples
  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.
Examples
  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
Examples
  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.
Examples
  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.
Examples
  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
Examples
  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.
Examples
  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.
Examples
  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
Examples
  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.
Examples
  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.
Examples
  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
Examples
  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.
Examples
  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.
Examples
  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
Examples
  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.
Examples
  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.
Examples
  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
Examples
  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.
Examples
  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.
Examples
  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
Examples
  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.
Examples
  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.
Examples
  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
Examples
  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.
Examples
  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.
Examples
  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
Examples
  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.
Examples
  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
Examples
  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.
Examples
  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.
Examples
  (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
Examples
  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.
Examples
  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.
Examples
  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
Examples
  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.
Examples
  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.
Examples
  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
Examples
  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.
Examples
  2. The governing points shall be the section and quarter section corners established in the original survey.
Examples
  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
Examples
  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.
Examples
  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.
Examples
  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
Examples
  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.
Examples
  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.
Examples
  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
Examples
  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.
Examples
  2. Intersect the straight lines joining the nearest ascertainable points on the adjoining intersecting section boundaries.
Examples
  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
Examples
  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.
Examples
  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
Examples
  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.
Examples
  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.
Examples
  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
Examples
  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.
Examples
  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.
Examples
  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
Examples
  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.
Examples
  2. Join the nearest ascertainable points of the township boundary as intended in the original survey.
Examples
  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
Examples
  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.
Examples
  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.
Examples
  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
Examples
  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.
Examples
  2. Join the nearest ascertainable points of the section boundary as intended in the original survey.
Examples
  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
Examples
  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.
Examples
  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
Examples
  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.
Examples
  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.
Examples
  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
Examples
  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.
Examples
  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.
Examples
  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
Examples
  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.
Examples
  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.
Examples
  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
Examples
  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.
Examples
  2. Connect the opposite quarter section corners on the boundaries of the section by straight lines.