FS Surveying study plan

Sequence the setup, centering, leveling, and backsight procedures for a total station, an automatic level, and a GNSS rover, and name the specific error each step controls.

Convert slope distances to horizontal and vertical components, reduce angle sets, and compute elevation differences from 15 sets of raw field notes without consulting a reference.

Diagnose the standard instrumental error sources (collimation, index error, vertical-axis tilt, curvature and refraction, rod zero error) and match each to its field check or correction.

Solve 20 closure problems by hand across level loops and closed traverses, stating the allowable misclosure criterion used in each case.

Propagate random error through a chain of measurements to state the uncertainty of a computed distance, angle, or area.

Adjust the same six-station traverse three ways (compass rule, transit rule, least squares) and compare the resulting coordinate residuals.

Assemble a complete pre-field package for a hypothetical boundary job: record search list, deed and title documents, horizontal and vertical control recovery plan, and utility locate and safety plan.

Write a scope of work, a task schedule, and a budget-hours estimate for that same job.

Convert 25 points among geodetic coordinates, State Plane Coordinates, and UTM, showing the map projection scale factor and convergence of the meridian for each.

Compute geoid separation and ellipsoid-to-orthometric elevation differences for a stated project area.

Explain and apply datum transformations between historic and current horizontal and vertical datums, including the practical consequences of mixing them.

Calculate grid-to-ground distances and areas using the combined factor for two sites at different latitudes.

Interpret metes-and-bounds and lot-and-block deed descriptions and reduce each to a closed geometric figure with stated area.

Apply the rules of construction (monument over distance, senior rights, natural monuments over artificial) to resolve two deliberately conflicting deed scenarios.

Analyze a riparian and an easement boundary question and justify the boundary location in writing.

Complete an ALTA/NSPS-style table of optional items checklist for a commercial parcel and flag the items requiring client decisions.

Compute and lay out horizontal curve elements (PC, PT, tangent, length, external, middle ordinate) and vertical curve elevations at stated stations.

Build a cut-and-fill stakeout sheet for a building pad and a gravity sewer line, including offsets, grades, and invert elevations.

Check a set of as-built measurements against design tolerances and document the deviations.

Draft a subdivision plat sheet that satisfies a stated checklist of scale, legend, adjacency, setback, and signature-block requirements.

Compute photographic scale, ground sample distance, relief displacement, and object height from stereo parallax for 15 given problems.

Design a flight plan for a stated acreage: choose overlap, altitude, focal length, number of flight lines and photos, and ground control layout.

Compare photogrammetric, LiDAR, and UAS-derived surface products by accuracy, density, and typical use case.

Evaluate an orthophoto and a point cloud deliverable against a stated positional accuracy standard and list acceptance or rejection findings.

Review a sample professional services contract and identify the clauses governing scope, liability, indemnity, payment, and dispute resolution.

Prepare a fee estimate with assumptions and exclusions for a topographic survey of a stated acreage.

Apply the licensure and ethics rules governing responsible charge, sealing of work, and records retention to three short scenarios.

Update the pre-field package from Week 2 to reflect the contract and fee constraints identified.

Sit two full-length timed mock exams under exam conditions, one mid-week and one at week's end.

Build an error log and re-work every missed item to a correct, self-explained solution.

Consolidate all formulas, conversion factors, and adjustment procedures into a single final reference sheet.

Re-drill the two lowest-scoring domains until each reaches 85% or better on a fresh set of 20 items.