OH Land Surveyor flashcards
OH Land Surveyor · Build recall with a focused review session.
32 cards. Read the term and the definition here. The deck at the top of this page is optional.
- Ohio boundary survey rule
- OAC 4733-37 sets minimum standards for Ohio boundary surveys, covering research, monumentation, accuracy, and required content of plats and reports.
- Ohio surveyor licensure
- ORC Chapter 4733 requires licensure by the State Board of Registration to practice surveying in Ohio; unlicensed practice or offering to practice is prohibited.
- Seal and signature
- Ohio plats and reports must bear the licensee's seal, signature, license number, and expiration date; sealing work not performed or supervised by the licensee violates the rules.
- Ohio continuing education
- Ohio requires 15 professional development hours per annual renewal, including at least 2 hours of Ohio ethics, laws, and rules content, subject to board audit.
- Ohio land systems
- Most of Ohio is PLSS; the Virginia Military District, Connecticut Western Reserve, and Ohio Company lands retain metes-and-bounds or special tract systems requiring different retracement logic.
- Marketable Title Act
- ORC 5301 extinguishes stale claims older than the root of title; surveyors researching boundaries must examine the chain back to the root of title, not just the current deed.
- Adverse possession period
- Ohio adverse possession requires open, notorious, exclusive, continuous, and hostile possession for 21 years under ORC 2305.04; successive possessors may tack if privity exists.
- Recording boundary surveys
- Ohio does not mandate statewide recording of boundary surveys, but many counties require a recorded plat for lot splits, subdivisions, and certain zoning or health approvals.
- Retracement principle
- Retracement reestablishes the original survey's monumented lines; the surveyor follows the original footsteps rather than creating new boundaries or repositioning found corners.
- Evidence priority hierarchy
- Boundary evidence ranks natural monuments, then artificial monuments, then courses and distances, then area; calls for adjoiners and lines actually run may outrank distance.
- Monuments control distances
- Original monuments reflect the parties' intent and control over measured distances; disturbed or replaced monuments must be documented and shown on the plat.
- Proportionate measurement
- A known misclosure in an original aliquot section is distributed proportionally among the aliquot parts; proportionate measurement does not relocate original corners that can be found.
- Section area and fractional lots
- A PLSS section nominally contains 640 acres; fractional lots along the north and west tiers absorb excess or deficiency from convergence and survey error.
- Prescriptive easement
- Ohio prescriptive easements require use that is open, notorious, adverse, and continuous for 21 years; the surveyor documents physical evidence but does not adjudicate title.
- Gaps and overlaps
- Inconsistent deeds can create gaps or overlaps; the surveyor applies senior rights, calls to adjoiners, and intent rules, and must show unresolved ambiguity on the plat.
- Boundary by acquiescence
- Ohio recognizes boundary by acquiescence when adjoining owners treat a line as the boundary for a long period; the surveyor reports the physical and historical evidence.
- NAD83(2011) in Ohio
- NAD83(2011) is Ohio's current horizontal datum; control reports must state the realization and epoch, and the 2022 modernization will replace it.
- NAVD88 and geoid
- NAVD88 is Ohio's vertical datum; orthometric height equals ellipsoid height minus geoid undulation, using GEOID18 for NAD83 realizations.
- Ohio State Plane zones
- Ohio uses State Plane zones North (3401) and South (3402), plus a single-zone alternative; Lambert Conformal Conic projection gives scale factors near 0.9999.
- Combined factor formula
- Ground distance equals grid distance divided by the combined factor, which is the ellipsoid factor multiplied by the projection scale factor.
- OPUS solution reporting
- OPUS-derived positions should report the reference station, epoch, and stated accuracy, typically 2 to 5 cm horizontal for static GNSS solutions.
- GNSS loop closure
- Redundant GNSS vectors and loop closures are required to detect blunders; baseline accuracy depends on session length, satellite geometry, and multipath conditions.
- Leveling closure tolerance
- Second-order class I leveling closes within 8 mm times the square root of K kilometers; third-order closes within 12 mm times the square root of K.
- Azimuth reference
- Azimuths must state whether referenced to grid, geodetic, or astronomic north; convergence between grid and true north varies across each Ohio zone.
- Cadastral plat content
- Cadastral plats must show parcels, easements, rights-of-way, monuments, the bearing basis, and areas to 0.01 acre.
- Contour interval selection
- Contour interval is chosen by map scale and relief; 1-inch equals 50-foot mapping typically uses 2-foot contours with index contours every fifth line.
- Station and offset
- Ohio DOT construction staking uses station and offset notation, with horizontal alignment defined by tangents, curves, and spirals and vertical alignment by grades and parabolic curves.
- Horizontal curve formulas
- Tangent equals R tan(Delta/2); length equals R times Delta in radians; long chord equals 2R sin(Delta/2); external equals R(sec(Delta/2) minus 1).
- Earthwork quantity methods
- Cut and fill quantities from cross sections use average end-area or prismoidal methods; as-built checks must be documented against design tolerances.
- Ohio subdivision plat approval
- Ohio subdivision plats require county or municipal planning commission approval and recording with the county recorder; local rules may require a survey for lot splits.
- Topographic accuracy standard
- Topographic survey accuracy follows ASPRS and Ohio standards: horizontal accuracy near 0.3 mm at map scale, with vertical accuracy typically one-half the contour interval.
- Machine control verification
- Digital terrain models and machine control must be tied to a stated datum and checked against independent field shots before use in earthwork quantity certification.