geoprimsField-grade geospatial math

Land

Deeds, legal descriptions, and old units.

Boundary work from the record: reading metes-and-bounds deeds, plotting their calls with closure and area, rotating bearings to a new basis, reading PLSS legal descriptions, converting chains, rods, and varas, and checking relative positional precision under the 2026 ALTA/NSPS standards. Start with the deed parser, then the deed plot. A deed plot shows what the document says, not where the line is on the ground: monuments and calls for adjoiners usually control over bearings and distances, and that is a surveyor's judgment.

I want to check a survey against the ALTA/NSPS precision standard

I want to read a metes-and-bounds deed and plot it

I want to rotate bearings to a new basis

I want to read a PLSS description

I want to convert chains, rods, links, and varas

From deed to plot

  1. Read the calls out of the deed text: bearings, distances, and curves. Deed parser (metes and bounds)
  2. Plot them, check the closure, and find the area. Deed plot, closure, and area
  3. If the deed's bearings are on a different basis from your survey, rotate them. Basis-of-bearing rotation

Guides that use these tools