KS Land Surveyor key terms

The state agency that regulates engineering, architecture, land surveying, and landscape architecture in Kansas. It reviews applications, approves exams, issues licenses, and handles complaints and disciplinary actions.

The pre-licensure credential in Kansas granted after passing the NCEES Fundamentals of Surveying exam and meeting board education requirements. It marks the transition from trainee to supervised professional-track status.

The process by which a surveyor licensed in another jurisdiction applies for a Kansas license without retaking examinations, typically requiring an active NCEES Record and a license in good standing.

A verified, electronically transmitted dossier of a candidate's education, experience, exam history, and references maintained by NCEES. Kansas and many other boards accept it in place of separate application packets.

The informal principle that one jurisdiction recognizes another's license, usually through comity or a mutual agreement. It is not automatic; the Kansas board still reviews each application on its merits.

The NCEES computer-based exam covering basic surveying principles, mathematics, and measurement science. Passing it is a prerequisite for the LSI credential and for later licensure as a professional surveyor.

The NCEES exam testing advanced professional judgment across boundary, control, construction, and land development surveying. Kansas requires passing it, along with the FS, before issuing a professional surveyor license.

The full Kansas credential authorizing independent practice, signing, and sealing of survey work. It requires meeting education and experience requirements plus passing both the FS and PS exams.

The stamp a licensed surveyor applies to final maps, plats, and reports to certify responsibility for the work. Kansas regulates its design, use, and the requirement that it accompany a signature and date.

A permit Kansas issues to firms offering technical professional services, requiring at least one licensed surveyor in responsible charge. It ties business practice to individual licensure and accountability.

The direct control and personal supervision a licensed surveyor exercises over survey work, including technical decisions and quality. Kansas requires it for work performed by subordinates and for firm authorization.

Oversight in which the licensed surveyor is physically present or readily available and reviews the work as it progresses. It is stricter than responsible charge and applies to certain field and training activities.

The number of years of qualifying surveying work, under a licensed surveyor, that Kansas requires before licensure. Education may substitute for part of it, and the board evaluates each record.

A formal review of a candidate's transcripts by the board or an approved service to confirm that education meets Kansas requirements. It determines exam eligibility and any experience credit.

Kansas's ongoing education requirement for license renewal, measured in professional development hours over a renewal cycle. Surveyors must document qualifying coursework and retain records for audit.

The unit used to count continuing education, generally one hour of instruction per PDH. Kansas sets minimums and limits on self-study and nontechnical subjects within a renewal period.

The periodic process of maintaining an active Kansas surveyor license by paying fees and reporting continuing education. Lapsed licenses may require reinstatement and possibly additional requirements.

The KSBTB-recognized status, often abbreviated LSI, showing that a candidate has passed the FS and met preliminary requirements. It is a step toward, not a substitute for, the professional license.

A survey that locates and marks property lines and corners based on record evidence, occupation, and field measurements. It requires legal analysis of deeds and plats, not just measurement.

A physical object, natural or artificial, marking a boundary corner or reference point. Its position and record description carry evidentiary weight in boundary determination and retracement.

The practice of preserving or reestablishing original boundary corners when they are threatened by construction or loss. Surveyors record positions and set reference monuments before disturbance.

A survey that follows and verifies an existing boundary as originally established, rather than creating new lines. It relies on record evidence and original monuments to resolve discrepancies.

A doctrine under which long, open, hostile, and continuous occupation of land can ripen into legal title. Surveyors must recognize its claims when boundary evidence conflicts with record deeds.

A right to use another's land for a specific purpose, such as access or utilities, without owning it. Easements appear on plats and deeds and must be located and mapped in surveys.

A corridor of land dedicated or acquired for roads, railroads, or utilities. Surveyors locate its limits from deeds, plats, and centerline descriptions and must distinguish it from fee ownership.

A map of a subdivision or land parcel showing boundaries, lots, streets, and monuments, prepared for recording. In Kansas, plat content and recording follow statutory requirements.

The rectangular federal system dividing land into townships, ranges, sections, and aliquot parts. Much of Kansas is described this way, so surveyors must understand section subdivision and corner rules.

A PLSS unit nominally six miles square, containing 36 sections, identified by range and township numbers. Its boundaries and corners are established by the original federal survey.

A PLSS unit nominally one mile square containing 640 acres, numbered within a township. Irregular sections and lost corners require special subdivision and proportioning rules.

The north-south and east-west components of a survey line, computed as length times cosine or sine of bearing. They are summed to compute closure and adjust traverses.

A series of connected survey lines whose lengths and directions are measured to establish positions. Closed traverses allow checks on angular and linear error before adjustment.

The discrepancy between a traverse's computed end point and its known or starting point. It is expressed as linear error or a ratio and indicates the quality of the measurements.

The direction of a line measured as an angle from a north or south reference, stated with a quadrant. Bearings appear in deeds and must be interpreted with their basis.

A horizontal direction measured clockwise from a reference meridian, usually north, through 360 degrees. Azimuths simplify angle arithmetic in traverses and control computations.

The measurement of elevation differences, commonly by differential leveling with an instrument and rods. It supports topographic mapping, construction, and vertical control networks.

A fixed point of known elevation used as a reference for leveling and construction. Its stability and documentation are essential to reliable vertical control.

An electronic instrument combining an electronic theodolite with distance measurement to record angles and distances. It is central to modern traversing, stakeout, and data collection.

Satellite positioning used for survey control and data collection, often with real-time kinematic corrections. Accuracy depends on satellite geometry, corrections, and proper field procedures.

A reference model defining coordinates and elevations on the earth, such as a horizontal or vertical datum. Survey data must be tied to the correct datum to be comparable and legally useful.

A system of projected coordinate zones used to map positions on a common grid. Kansas lies in defined zones, and surveyors use it for control and record coordinates.