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17-48-301. Purpose.

Arkansas Code — all titles (historical 2020) · legal_authorities

17-48-301. Purpose.

17-48-301. Purpose. The purpose of this subchapter is to enable surveyors to have access to survey monuments, triangulation stations, traverse stations, leveling stations, section corners, quarter-section corners and sixteenth-section corners, locations, and other evidence needed in conducting or preparing for surveys or in preserving such monuments, triangulation stations, traverse stations, leveling stations, section corners, quarter-section corners and sixteenth-section corners, locations, or other evidence. It is particularly recognized that at times it is necessary for a surveyor to tread on property not in his or her survey contract because the boundaries and corners of any parcel of land are necessarily also those of adjoining parcels and because the location of boundaries and corners often are affected by the location of some that are remote and not adjoining.

Source: Arkansas Code — historical release 78 (November 6, 2020) · 17-48-301

Stored review status: Historical 2020-11-06 source release; later amendments not reconciled; machine-extracted, not independently legally reviewed; source heading status: text_in_historical_source. A text match is a research starting point; applicability is not established.

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Record provenance

Stable record: arkansas_code:legal_authorities:17-48-301
Source file: gov.ar.code.title.17.odt
Pages: Not recorded – Not recorded
Passage SHA-256: 84b36317d5db07dbd7f3f6e0b26f20e59f5f72790f0bac9db7fd2aa26c2a6e38

Source location: content.xml paragraph 17142

Stored source content

17-48-301. Purpose. The purpose of this subchapter is to enable surveyors to have access to survey monuments, triangulation stations, traverse stations, leveling stations, section corners, quarter-section corners and sixteenth-section corners, locations, and other evidence needed in conducting or preparing for surveys or in preserving such monuments, triangulation stations, traverse stations, leveling stations, section corners, quarter-section corners and sixteenth-section corners, locations, or other evidence. It is particularly recognized that at times it is necessary for a surveyor to tread on property not in his or her survey contract because the boundaries and corners of any parcel of land are necessarily also those of adjoining parcels and because the location of boundaries and corners often are affected by the location of some that are remote and not adjoining.

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