Sign in

Enter your credentials to access all features.

Section
T
·
R
·
Sec
·
Meridian
Corner selection
Use for standard 40-acre parcel corners. Select Quarter (outer ½-mile square), then Quarter-Quarter (inner ¼-mile square), then Corner. If this section has government lots in the irregular portion, use Lot mode instead.
Quarter — outer ½-mile square
of
Quarter-Quarter — inner ¼-mile square
corner to retrieve
Corner
Query log
Selections:

Latitude
Longitude
🌏 Google Maps ⛰ Topo ⛶ CalTopo ☷ BLM PLSS Map
Document search

Uses the Township/Range/Section set above. Section is optional — leave blank to search the whole township.

Entries

Step 1 — Upload plat map

Upload a BLM plat, assessor parcel map, or survey drawing. AI will read the bearings and distances and populate the traverse table automatically.

🖻
Drop map image here or click to browse
PNG, JPG, TIFF — BLM plat or assessor parcel map
Uploaded map
COGO log
Step 2 — Starting known point

Use a GPS corner from the Lookup tab, or enter manually. This anchors the entire traverse.

No starting point set.
Step 3 — Traverse legs Distances are Grid (State Plane ft)
Set starting point in Step 2, then add legs below.
Add:
# Point name Leg data — fields vary by type (straight leg: direction · bearing · distance · unit  |  arc: see row labels)

Computed intersection points

Point Name Latitude Longitude Bearing in Distance (ft) Google Maps
Parcel & PLSS Lookup

Find a parcel's Township, Range, Section, Meridian, and Assessor Parcel Number — by street address, or by APN if you already have it. Results populate the identity bar so you can run a GPS corner lookup.

Enter the full address normally. If no parcel is found, try again with just the number and street name — drop the type (Rd, Ln, Ave, Blvd), commas, and periods. Some counties store the street type separately, so less can match more.

Latitude
Longitude
Township
Range
Section
Meridian
County
State
Parcel / APN
Quarter Section
Legal Description
🌏 Google Maps
Parcel lookup debug log
🔍 Monument Search — Community Database

Search found and partial monument records shared by all surveyors using this tool. Every Found or Partial entry you log is automatically shared — helping future surveyors find and verify PLSS monuments faster.

🌐 Geodetic Ray System — GRS
A framework for changing the way we define physical coordinates on the surface of the Earth — making boundary descriptions more automatable, more accurate, and independent of physical monuments.
This method — or something very similar — is already in use in other countries. The Netherlands, Australia, and New Zealand have adopted coordinate-based cadastral systems where parcel boundaries are defined by precise geographic coordinates rather than physical monuments. In California, Assembly Bill 1686 (2016) proposed allowing coordinate-based boundary descriptions — early legislative recognition that this approach is coming.
This tool applies that concept to PLSS monument recovery and private parcel surveys alike. It is not mandatory. Every coordinate entered here is a voluntary contribution that benefits all surveyors working in the same area. The more real field measurements that accumulate in this system, the more useful it becomes — and the stronger the case for legislation that would allow this method to be officially recognized and used in California and beyond.
This applies to section and township monuments as well as private parcel corner monuments. Any monument you occupy with a GNSS receiver can be entered here. Your measurements can be exported for your own backup and records.
Datum: GRS80 Ellipsoid · NAD83(2011) Epoch 2010.0 · All distances Vincenty geodetic formula · Sub-millimeter precision
📋 Parcel Identity — optional but recommended for the legal description
About the Geodetic Ray System — Explained Simply

Imagine standing at the exact center of the Earth and shining a flashlight outward in any direction. Where that beam of light hits the surface of the Earth is a point. To describe which direction you aimed the flashlight, you use two angles: how far north or south of the equator (latitude), and how far east or west of a line through Greenwich, England (longitude). Those two angles together give every point on Earth a unique, permanent mathematical address — its Geodetic Ray coordinate.

A property boundary in this system is simply a list of those ray addresses, entered in order around the perimeter of the parcel. Instead of saying "start at a bent piece of rebar in the ground and go 660 feet north," you say "start at ray 38°42'39.152" N, 121°03'47.299" W and proceed to ray 38°42'39.152" N, 121°03'10.891" W." The distance between those two rays — computed mathematically to better than one millimeter — is the legal boundary. No rebar required.

An important thing to understand about longitude lines: The lines of longitude (the north-south lines on a globe) all meet at the North and South poles, like the segments of an orange. This means that the distance between two longitude lines gets smaller as you travel toward the poles. At the equator, one degree of longitude is about 365,000 feet. At 38°N — Sacramento's latitude — it is about 288,000 feet. At the North Pole it is zero. This tool accounts for this automatically in every distance calculation. Lines of latitude (the east-west lines) behave differently — their spacing stays nearly constant at about 364,000 feet per degree everywhere on Earth.

Altitude also affects the distance between ray intersection points: Two rays that are the same angular distance apart will intersect the Earth's surface farther apart at higher elevation than at lower elevation — because a higher surface is physically farther from Earth's center. A monument on a mountain at 8,000 feet and one in a valley at 200 feet, even if aimed at the same two angles, will produce slightly different surface distances than if both were at sea level. This tool computes three distance values for every pair of points: the pure ellipsoid arc (as if everything were at sea level), the chord (the straight-line distance through the Earth), and the ground arc (which accounts for the actual elevation of the two points). The ground arc is the most useful for comparing to what a total station would measure in the field.

Tectonic plate motion: The Earth's crust moves slowly — California drifts northwest at roughly two inches per year. This is already tracked by the National Geodetic Survey (NGS) using thousands of continuously operating GPS stations. GRS handles this the same way geodesists already do — by stating a date (called an epoch) with the coordinates. "Epoch 2010.0" means these are the coordinates as of January 1, 2010. Future surveyors apply a known, computed correction for plate motion. The fence stays. The legal description updates on a schedule — not in a courtroom.

Subdivisions use the existing degree/minute/second system you already know. One arc-second of latitude is about 101 feet. One arc-second of longitude at 38°N is about 80 feet. To match the precision of RTK GNSS equipment (±0.1 foot), coordinates need to be expressed to three decimal places of arc-seconds (0.001") — well within what modern equipment provides routinely. Parcels can be subdivided by halving the angular separation between any two rays: 1° → 30' → 15' → 7'30" → 3'45" → 1'52.5" → and so on, as many times as needed.

Proposal paper in preparation. For information, to submit measured monument coordinates, or to support this effort, use the feedback form. Every field measurement entered here is a contribution to a shared resource that benefits every surveyor who works in the same area.

👥 Users
Loading…
📄 Recent Activity
Loading…
💬 Feedback Log
Loading…
+ Create New User
✉ Email / SMTP Settings

Used for password reset emails. Sender address: [email protected]

🔒 SMTP password is stored in config.php on the server — not in the database. Edit that file directly to change it.
📄 Reports Organization Log & Official Reports — filtered by identity bar above
Organization Log
Enter Township, Range & Section above to load log entries
Stats
Total
Result
Found
Partial
Not Found
Equipment
Sections
Official Reports
Enter Township, Range & Section above to load reports