Effective - 02 Jan 2023, 2 histories
60.301. Definitions. — Whenever the following words and terms are used in this chapter they shall have the following meaning unless the context clearly indicates that a different meaning is intended:
(1) "Corners of the United States public land survey", those points that determine the boundaries of the various subdivisions represented on the official plat such as the township corner, the section corner, the quarter-section corner, grant corner , meander corner, and center of section;
(2) "Existent corner", a corner whose position can be identified by verifying the evidence of the original monument or its accessories, or by some physical evidence described in the field notes, or located by an acceptable supplemental survey record or some physical evidence thereof, or by testimony. The physical evidence of a corner may have been entirely obliterated but the corner will be considered existent if its position can be recovered through the testimony of one or more witnesses who have a dependable knowledge of the original location. A legally reestablished corner shall have the same status as an existent corner;
(3) "Lost corner", a corner whose position cannot be determined, beyond reasonable doubt, either from traces of the original marks or from acceptable evidence or testimony that bears upon the original position;
(4) "Monument", the physical object which marks the corner point determined by the surveying process. The accessories, such as bearing trees, bearing objects, reference monuments, mounds of stone and other similar objects that aid in identifying the corner position, are also considered a part of a corner monument;
(5) "Obliterated, decayed or destroyed corner", a position at whose point there are no remaining traces of the original monument or its accessories, but whose location has been perpetuated by subsequent surveys, or the point may be recovered beyond reasonable doubt by the acts and testimony of local residents, competent surveyors, other qualified local authorities or witnesses, or by some acceptable record evidence. A position that depends upon the use of collateral evidence can be accepted only if duly supported, generally through proper relation to known corners, and agreement with the field notes regarding distances to natural objects, stream crossings, line trees, etc., or unquestionable testimony;
(6) "Original government survey", that survey executed under the authority of the United States government as recorded on the official plats and field notes of the United States public land survey maintained by the Missouri department of agriculture;
(7) "Proportionate measurement", a measurement of a line that gives equal relative weight to all parts of the line. The excess or deficiency between two existent corners is so distributed that the amount of excess or deficiency given to each interval bears the same proportion to the whole difference as the record length of the interval bears to the whole record distance:
(a) "Single proportionate measurement", a measurement of a line applied to a new measurement made between known points on a line to determine one or more positions on that line;
(b) "Double proportionate measurement", a measurement applied to a new measurement made between four known corners, two each on intersecting meridional and latitudinal lines, for the purpose of relating the intersection to both. When the total length of the line between the nearest existing corners was not measured in the original government survey, the record distance from one existing corner to the lost corner will be used instead of the proportionate distance. This exception will apply to either or both of the east-west or north-south lines;
(8) "Record distance", the distance or length as shown on the original government survey. In determining record distances, consideration shall be given as to whether the distance was measured on a random or true line.
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(L. 1989 H.B. 190, et al., A.L. 2013 H.B. 28 merged with H.B. 650, A.L. 2022 1st Ex. Sess. H.B. 3)
Effective 1-02-23
Structure Missouri Revised Statutes
Title VI - County, Township and Political Subdivision Government
Chapter 60 - County Surveyors and Land Surveys
Section 60.010 - Surveyor to be elected in certain counties — qualifications — term.
Section 60.030 - Oath — bond — receipt of records.
Section 60.040 - Failure to give bond, office to become vacant.
Section 60.050 - Bond, approval.
Section 60.060 - Bond valid until rejected.
Section 60.070 - Rejection of bond.
Section 60.090 - Deputies — oaths — qualifications.
Section 60.100 - May charge for services (second, third, and fourth class counties).
Section 60.120 - Survey, duty to make, fee.
Section 60.130 - Survey, how made when surveyor interested.
Section 60.140 - Lands divided by county lines, by whom surveyed.
Section 60.150 - Survey may be legal evidence, standards for survey.
Section 60.160 - Survey, land in dispute.
Section 60.170 - Surveyor to execute orders of court.
Section 60.185 - County surveyors, duties.
Section 60.205 - Failure to perform duties, civil action to obtain fine, amount.
Section 60.305 - Resurvey of United States land survey — rules.
Section 60.311 - Corners original position to be determined.
Section 60.315 - Lost corners reestablishment — rules.
Section 60.321 - Lost corners, monumentation, procedure — violation deemed misconduct.
Section 60.326 - Law not to affect previous surveys.
Section 60.331 - Quarter-sections, how established.
Section 60.335 - Quarter-quarter sections, how established.
Section 60.341 - Fractional sections, how established.
Section 60.351 - Destruction of landmarks, duty of county surveyor to report.
Section 60.355 - Prohibits removal or destroying of property markers — penalty — damages.
Section 60.401 - Missouri state coordinate system established.
Section 60.410 - State divided into three zones — descriptions.
Section 60.421 - Zones, official names.
Section 60.431 - Location, use of plane coordinate to establish.
Section 60.441 - Descriptions involving more than one zone.
Section 60.451 - Missouri coordinate system zones precisely defined.
Section 60.471 - Use of term limited.
Section 60.480 - Property descriptions based on United States public land survey recognized.
Section 60.491 - Missouri coordinate system of 1983 to be sole system after July 1990.
Section 60.510 - Powers and duties of department.
Section 60.530 - Surveyor, duties.
Section 60.540 - Department may acquire property, how.
Section 60.560 - Attorney general to advise commission or department.
Section 60.570 - Headquarters, where located — land survey building, name of.
Section 60.580 - Right of entry, immune to trespass arrest.
Section 60.590 - Records to be furnished department — department to furnish records at cost.
Section 60.595 - Department revolving services fund, purpose — unexpended balances.
Section 60.600 - Registered surveyors to be used — private employment prohibited.
Section 60.610 - Department may contract.
Section 60.650 - Certain surveys to be filed with recorder.
Section 60.653 - Recorder of deeds, duties — copies of plats to be evidence when certified.
Section 60.657 - Plat not required to be filed, when.
Section 60.660 - Survey to constitute improvement.
Section 60.670 - Digital cadastral parcel mapping, minimum standards, rulemaking authority.