KY Land Surveyor key terms

The physical placement of durable marks, such as iron pins, concrete posts, or drill holes, at boundary corners or reference points so that a location can be identified and reestablished later.

The practice of preserving and protecting existing boundary evidence, including monument records, accessories, and physical ties, so future surveyors can retrace a boundary without ambiguity or reliance on memory.

A monument placed at the time a parcel was originally created by a survey, such as a government land survey corner or a subdivision lot pin, which carries the highest evidentiary weight in boundary retracement.

A monument placed near a true corner but offset from it, often because the corner location is impractical to occupy, and tied by distance and bearing so the true corner can be reestablished.

A monument set away from a corner and connected to it by a measured course, used to help relocate the corner if the original mark is destroyed or disturbed.

A survey performed to reestablish the location of an existing boundary line or corner by recovering and evaluating original evidence rather than creating a new boundary.

Boundary interests created by long, open, and continuous use or acquiescence rather than by written deed, such as prescriptive easements or boundary by acquiescence recognized under state law.

A doctrine allowing a person to acquire title to land through open, notorious, exclusive, hostile, and continuous possession for a statutory period, subject to state-specific requirements and exceptions.

A doctrine enforcing a boundary line that adjoining owners have agreed to and treated as their boundary, often when the true line is uncertain, even if the agreed line differs from the deed location.

Passive acceptance of a boundary or use over time, which may support a boundary by acquiescence claim when adjoining owners treat a line as the boundary for the statutory period.

A right to use another's land acquired through open, adverse, and continuous use for the statutory period, similar to adverse possession but granting use rather than title.

The principle that a deed or survey should be interpreted to carry out the parties' intent at the time of the original conveyance, guiding resolution of ambiguities in boundary descriptions.

The legal process of interpreting the language of a deed, applying rules such as natural monuments prevailing over courses and distances, to determine the intended boundary location.

Deed language that identifies a boundary by reference to a physical object, such as a tree, stone, or stake; these calls generally control over courses and distances when they conflict.

The doctrine that an earlier conveyance or survey generally prevails over a later one when the two conflict, so the later parcel takes only what remains after the senior boundary is honored.

The recording and preservation of measurements, monument descriptions, and ties made during a survey so that the evidence remains available to future surveyors and courts.

A drawing, often recorded with a government office, showing parcels, streets, easements, and monuments in a subdivision or survey, with dimensions and references sufficient to locate the boundaries.

A recorded map dividing land into lots, blocks, streets, and public areas, typically approved by local authorities and serving as the controlling description for the lots it depicts.

The intentional conveyance of private land, such as streets or parks, to public use, often shown on a plat and accepted by the governing body, creating public rights in the land.

A method of describing land by reference to a lot and block number on a recorded plat, together with the plat's name and recording information, rather than by metes and bounds.

A boundary description that defines a parcel by a sequence of courses and distances between monuments or points, returning to the point of beginning to close the figure.

The starting point of a metes and bounds description from which the traverse proceeds and to which it should return, anchoring the description to a recoverable location on the ground.

The degree to which a survey traverse or boundary description returns to its starting point, often expressed as a ratio of misclosure to total traverse length; a measure of internal consistency.

The mathematical distribution of a traverse's misclosure among its measured courses, using methods such as compass rule or least squares, to produce coordinates consistent with the control.

A statistical method that estimates coordinates by minimizing the sum of squared residuals, allowing weighted observations and providing measures of uncertainty for the adjusted positions.

The difference between an observed value and its adjusted or computed value; residuals are used to evaluate the quality of a survey adjustment and detect blunders or outliers.

A system of projected coordinates established for each state, using defined projections and zones, to provide a common reference for survey positions within a state or region.

The ratio used to convert a measured ground distance to its corresponding distance on the state plane projection, accounting for scale distortion at the survey location.

A mathematical transformation that represents the curved surface of the earth on a flat map, necessarily introducing distortion in distance, area, shape, or direction.

A reference surface or set of parameters, such as a horizontal or vertical datum, to which coordinates and elevations are tied so measurements from different surveys can be compared.

The equipotential surface of the earth's gravity field that approximates mean sea level, used as the reference for orthometric heights and related vertical datums.

The elevation of a point above the geoid, measured along the plumb line; the height commonly reported as elevation in surveying and mapping.

Global Navigation Satellite System, a family of satellite positioning systems including GPS, GLONASS, Galileo, and BeiDou, used to determine positions by ranging signals from satellites.

Real-Time Kinematic positioning, a GNSS technique using carrier-phase measurements and a correction link from a base station to achieve centimeter-level positions in the field in real time.

The measured vector between two GNSS receivers or the line between survey control points, used in network adjustment and in establishing coordinates and orientation.

An electronic surveying instrument combining an electronic theodolite with a distance meter, used to measure horizontal and vertical angles and slope distances to targets.

A survey prepared according to the ALTA/NSPS minimum standard detail requirements, commonly used in real estate transactions and expanded by optional Table A items agreed by the parties.

A signed and sealed document prepared by a licensed surveyor describing the results of a survey, including the boundary, monuments, and any discrepancies found.

The stamp or seal of a licensed land surveyor applied to survey documents to certify that the work was performed by or under the responsible charge of the licensee.

The direct control and personal supervision of surveying work by a licensed surveyor who is accountable for its accuracy, completeness, and compliance with standards.

A situation in which a surveyor's personal, financial, or other interests could improperly influence professional judgment, requiring disclosure or withdrawal from the engagement.

The degree of care, skill, and diligence that a reasonably prudent surveyor would exercise under similar circumstances, used to judge professional negligence and competence.