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Plot a Metes and Bounds Legal Land Description
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Plot a Metes and Bounds Legal Land Description

Project Name Ellipsoid
Line Latitude Longitude Point

Line Course / Curve Degree Minute Second East
Length / Radius Unit Point
Basis of Bearing

Check Button

  • Check runs a syntax check on your data, plots the land, and calculate area and closure.
  • The starting point should meet up with the ending point (much less than an inch). This is called "Closure".
  • The area (acreage) should be very close (within a 1000th) to what is on the legal land description.
  • Data Entry Errors will be highlighted.
  • Hover over the highlighted fields to see the error message.
  • 'Check' is a Free

Calc Button

  • Computes Latitudes and Longitudes for all points.
  • Computes arc lengths and chord lengths for all curves.
  • Has links to download the point coordinates in CSV, KML, GPX and JSON formats.
  • Has links to draw your property on top of Road and Satellite Maps.
  • 'Calc' is a Paid Service.

Save Button

  • Saves your work.
  • Adds additional lines to the bottom of the form.
  • Requires an account.
  • Create an account . . .

Dual Monitors

  • The first time you click 'Check' or 'Calc', a new Tab will be created in your Web Browser
  • Drag and drop that tab onto your second monitor
  • Now when you click 'Check' or 'Calc' the data entry screen will stay up on the first monitor and the output will draw in the second monitor

Using Google Earth to Plot Multiple Projects

This is probably the easiest way to overlay multiple properties onto the same map.
  1. First, install Google Earth on your Computer.
  2. Then create a Project and Enter in your Land Description
  3. Click 'Calc'. Then click on the Download KML link and save the KML file to your computer
  4. Open up your download folder and click on the KML file.

    Because Google Earth is already installed, clicking the KML file will automatically start Google Earth and import your KML file.

    Then Google Earth will zoom into your location.

    When you shutdown Google Earth, it will even nag you to save the KML file import as part of the Google Earth Setup.

Internet Map Overlay Accuracy is ±30 Feet

Internet satellite images are not perfectly lined up with latitudes and longitudes. Generally, accuracy is within ±30 feet.

Visually, this is plus/minus the width of 2 lane road.

So what happens is that sometimes you are sure you have everything keyed in just right, but the whole overlay looks like it needs to be shifted 10 or 20 feet one way or another to line up with the satellite image.

One suggestion is to try the Bing and Leaflet overlays and also download the KML file into Google Earth.

One of the three maps may be better than the others.

Check Button

'Check' does not use up any credits.. It 'checks' your input for errors, draws out the land, calculates area and calculates closure.

'Check' is used to check your progress as you enter in the data.

Calc Button

'Calc' consumes 1 credit.

Calc does latitude and longitude calculations and displays them on-screen, as well provide links to download the coordinates of your finished project in CSV, GPX, KML and GEOJSON formats.

Calc also plots your project on top of Bing and MapBox Satellite Images and Roadmaps.


If you wish to setup an account, click Setting up an Account and follow the instructions.

If already have an account, click here.

Or, you can click "Login" on the top right hand corner of any webpage, sign in, and then click the "PLOT" button on the black menu bar.

Metes and Bounds Land Description


  • A Metes and Bounds Land Description starts at a well defined beginning point and traces the perimeter of a property using carefully measured distances and angles until it finally returns to the point of beginning.
  • The end point must meet up with the start point. (Closure)


A tract of land in the Northwest quarter of the Northwest quarter of Section 30, Township 1 South, Range 66 West of the 6th Principal Meridian, County of Adams, State of Colorado described as follows:

Commencing at the Northwest corner of said Section 30;
Thence South 20°30' East, a distance of 140.60 feet to the Point of Beginning;
Thence North 88°55' East, a distance of 200.00 feet;
Thence South, a distance of 125.00 feet;
Thence South 88°55' West, a distance of 200.00 feet;
Thence North, a distance of 125.00 feet to the Point of Beginning;
Containing 0.57 acres, more or less.

Bearings are based on the north line of the Northwest quarter of Section 30 to bear North 89°42' East with all bearings contained herein relative thereto.

Elements of a Land Description


    • The preamble provides a general description of the land to be described including the county, state and other general information to orient the reader.
    • The preamble gets the reader to the proper general location.

    • This is the reference point.
    • A Point of Commencement is used to unambigously reference the parcel to a well-established point (ie: a government survey corner).
    • A Point of Commencement is used when the reference point is not on the perimeter of the parcel.
    • The Point of Commencement is either inside the land parcel or on another land parcel some distance away.
    • There might not be a Point of Commencement.

    • The Point of the Beginning is "pen down", the first point where the drawing of the perimeter begins.
    • If there is no Point of Commencement, the Point of Beginning is also the reference point.
  4. BODY

    • The Body contains a sequence of Calls.
    • These Calls draw the perimeter around the land parcel and end up back to the Point of Beginning.
    • Calls recite Courses and Distances.
    • Calls can be a straight line, a curve, or a line parallel line to another line.
    • Calls can be references to adjoining boundaries, natural or artificial monuments, roads or rivers.
    • Courses are the direction of a line.
    • Courses are usually referenced to true north, but sometimes are referenced to magnetic north or a Basis of Bearing
    • Distance is the length in a well-known unit, such as feet, meters or chains.
  5. AREA

    • An Area Call sets forth the approximate acreage in the parcel.
    • The acreage in the Area Call should be very close to the calculated area as defined by the sequence of calls in the Body.

    • A Basis of Bearing is used instead of true north or magnetic north as the reference for the Courses.
    • A Basis of Bearing is rare, most legal descriptions do not have one.
    • If a land description has a Basis of Bearing, it will be explicity stated. Otherwise leave the Basis of Bearing fields blank.
    • In some US states, a Land Description must always state it's Basis of Bearing, even if it is True North.
    • If there is no Basis of Bearing, this application will use True North

Operating Instructions



Project Name A short description of the land parcel

The Formal Description of the Land Parcel

(It makes your printed out documents look better)

Ellipsoid Size and Shape of the Earth

The Earth is not a perfectly round sphere, it is an ellipsoid.

An ellipsoid Earth bulges out at the equator, like when a child sits on a beach ball.

There are slightly different sets of numbers used to describe the ellipsoid shape of the earth. Some are newer and more accurate. Some work better on a specific part of the earth, like the area around Mount Everest.

As a default, the plotter uses WGS84, which is the current "standard".

If unsure, leave this field blank.


ELLIPSOIDS                      Semi-major      Semi-minor
                                Equatorial        Polar         Inverse
                                 axis (m)        axis (m)       flattening
Name                                a               b              1/f
---------------------------- --------------- ---------------- ---------------
Airy                           6377563.396     6356256.91      299.3249753
Modified Airy                  6377340.189     6356034.446     299.3249646
Australian National            6378160         6356774.7192    298.25
Bessel 1841                    6377397.155     6356078.9629    299.1528128
Bessel 1841 (Namibia)          6377483.865     6356165.383     299.1528128
Clarke 1880                    6378249.145     6356514.8696    293.465
Clarke 1866 (NAD27)            6378206.4       6356583.8       294.9786982
Everest 1830                   6377276.34518   6356075.41511   300.8017
Everest 1948                   6377298.556     6356097.55      300.8017
Mod. Everest 1948              6377304.063     6356103.039     300.8017
Everest 1956                   6377301.243     6356100.228     300.8017
Everest (Pakistan)             6377309.613     6356108.571     300.8017
Mod. Fischer 1960              6378155         6356773.32      298.3
GRS80 (NAD83)                  6378137         6356752.31414   298.257222101
GRS-80 CHINA                   6378140         6356755.288     298.257
Helmert 1906                   6378200         6356818.17      298.3
Hough 1960                     6378270         6356684.34343   297
Indonesian 1974                6378160         6356774.504     298.247
International 1924             6378388         6356911.9462    297
Krassowsky 1940                6378245         6356863         298.3
SGS 85                         6378136         6356751.302     298.257
South American 1969            6378160         6356774.7192    298.25
WGS72                          6378135         6356750.52      298.26
WGS84                          6378137         6356752.314245  298.257223563
Airy 1830                      6377563.541     6356257.053     299.325
Clarke 1858                    6378361         6356685         294.26
Clarke 1880 French             6378249.2       6356515         293.46598
Clarke 1880 Mod.               6378249.145     6356514.966     293.466307656
Clarke 1880 Palistine          6378300.79      6356566.435     293.466307656
Clarke 1880                    6378249.145326  6356514.966721  293.4663076
Danish                         6377104.43      6355847.415     300
Delambre                       6376523.3       6355863.232     308.64
Everest 1969                   6377295.664     6356094.668     300.8017
Fischer 1960                   6378166         6356784.284     298.3
GRS 1967                       6378160         6356774.504     298.247
Hayford 1909                   6378388         6356909         297
Plessis                        6376523.3       6355863.232     308.64
Schott 1900                    6378157         6357210.672     304.5
Struve                         6378298.3       6356657.143     294.73
War Office 1924                6378300.58      6356752.267     296
WGS 60                         6378165         6356783.287     298.3
WGS 66                         6378145         6356759.769     298.25
---------------------------- --------------- ---------------- ---------------

Line Line Number

The "Line Number" is not part of a legal land description.

It is used by this application to provide a reference to a specific line of the input form during error checking.

The Line Number is also used to label points on the drawing that do not have a Point Name.

Starting Latitude & Longitude

This is the starting point used to calculate all the other Latitudes and Longitudes.

Latitude and Longitude are entered in decimal degrees, with longitude being a negative number in the Western Hemisphere.

Latitude and Longitude at the 5th decimal place is about a meter. (eg: 50.123456° N)

The MGRS app can be used to convert a Degree, Minutes, Seconds into Decimal Degrees.

Entering a Latitude and Longitude is recommended

  • if you require coordinates accurate to many decimal places
  • if you need accurate closure numbers.
  • where latitudes are significantly greater than 30°
  • where distances cover miles

This app will work OK without the starting latitude and longitude for distances under a few hundred feet.

Sectional (A Starting Point Referencing PLSS/DLS Corners)

In the parts of the United States covered by the Public Land Survey System and the parts of Canadian provinces covered by the Dominion Land Survey, the starting Latitude and Longitude are often corners that can be obtained by using one of our sectional land description converters.
  1. Enter the Sectional Land Description and click calc.
  2. Download and save the CSV file.
  3. Right Click and Open the CSV file with a text editor like notepad.
  4. Use notepad instead of Excel, because Excel can round numbers and destroy the accuracy needed in this application.
  5. Find the corner in the CSV file that matches the corner in the legal land description.
  6. Copy and paste the latitude and longitude into the form above as your starting latitude and longitude.

Government Databases (A Starting Point Referencing a Survey Monument)

  1. Finding US Survey Marks and Datasheets
    National Geodetic Survey

Get Latitude and Longitude by Clicking on a Map

Paid Map Free Map

The accuracy of internet satellite imagery is generally within plus/minus 30 feet (10 meters).

Get Latitude and Longitude with your Smart Phone

Smart Phones have a built in GPS chip that can directly receive satellite GPS signals.
  1. Place the smart phone on the starting location.
  2. Go over to the MGRS converter and click the "Get" button.

    In 5 to 10 seconds, the Latitude and Longitude fields will be filled in by the GPS technology in your phone.

  3. Write down the Latitude and Longitude. The phone may clear the data during a power cycle.
  4. Check that the MGRS converter can get a GPS location before you leave home!

    If "allow this webpage to access your location" is turned off in your phone's web browser, it can be difficult to turn back on. You will probably want to have a desktop computer handy to lookup the instructions.

Smart phone accuracy is typically claimed to be within 10 meters (30 feet), but we have received emails where real life results were much better.

Some smartphones are more accurate and consistent than others.

Some phones work better in the city than others.

If you have the opportunity, test your phone accuracy against professional survey equipment or against Survey Monuments. Take several readings on the same spot and see how close the multiple readings are to each other.

GPS signals are 'weak' signals. GPS signals bounce off big hills and tall buildings. This can result in a poor GPS readings or none at all.

Generally: Wide open flat prairie GPS is more accurate and works faster than downtown GPS.

Point Name Name of this Point

The Point Name is used by the legal text to name a point that will be referenced later on in the same document.

The Point Name is also used to label the point on the drawing.

Begin Point of Beginning

This the point where we begin plotting the property line.

In plotter-speak this is the "Pen Down" command.


Courses are the directions to move. This application accepts courses in in 2 formats 1) Cardinal & 2) Bearings

Cardinal Directions

Cardinal Directions are simply stated as words.

North, South, East West, North West, North East, South West, South East North North East East North East, East South East, South South East, South South West, West South West, West North West & North North West

Degree, Minutes and Seconds are left blank.

East/West is also left blank.

Compass Rose with Cardinal Directions

Bearing [North|South], Degree, Minute, Second, [East|West]

The Compass is divided into 4 quadrants.

Directions start at either North or South and proceed at an angle towards East or West.

At least one of the degree, minute or second fields must be filled in.

Surveyor's Bearings


Length Length is a positive number with up to 8 decimal places.

In this application, the "Length" field is also used to hold the "Radius" when plotting curves.

Unit Unit Measures

Land Surveying Units of Measures.

These well know units of length are accepted.

Unit              Meters
-------------  ---------------
Foot              0.3048    
Yard              0.9144    
Chain            20.1168    
Link              0.201168  
Rod               5.0292    
Meter             1         
Inch              0.0254    
Furlong         201.168     
Perch             5.0292    
Pole              5.0292    
Mile           1609.344     
Kilometer      1000         
League         5556         
US Foot           0.30480061
-------------  ---------------

US Survey Foot

If unsure, select "Foot" rather than "US Foot" in the unit drop down.

Since 1893, the legal definition of the foot in the United States has been based on the meter.

But before that date, the definition of the foot was as adopted by Congress in 1866 was 1 US Foot = 1200/3937 meter exactly.

In 1959, the relationship of the foot to the meter was officially changed to what it is today: 1 Foot = 0.3048 meter exactly.

U.S. Survey Foot (NIST)

Although the difference is small, across the distance of an entire state, it becomes significant.

Basis of Bearing

Bearing A Basis of Bearing is used instead of true north or magnetic north as the reference for the Courses.

If there is no Basis of Bearing, leave these fields blank.


Left, Right, Compound & Reverse Curves

Enter in the Central Angle in the Degree/Minute/Second fields.

Enter the Radius in the Length/Radius field.

The radius is the radius of the curve.

The central angle is the angle swept.

In a legal description of a curve there should also be a "length" or "distance" of a curve.

These lengths should be qualified as either "arc length" or the "chord length".

The arc lengths and chord lengths are not used to compute the curve, they are included as a "math" double check.

As an additional double check, many descriptions also include words like "Southwesterly" or "Northerly" to describe the general direction of a curve.

Line Call

"Thence North 45° East a distance of 20 chains;"

Metes and Bounds Line Call showing N45E Bearing and 20 Chains Distance

Right Curve

"Thence a curve to the right, having a radius of 12 chains, a central angle of 90°, an arc distance of 18.85 chains and a chord which bears East a distance of 16.97 Chains;"

Metes and Bounds Curve Right Call showing 12 Chain Radius, 90° Angle to Center Point

Metes and Bounds Right Curve Call showing a 90° Central Angle

Metes and Bounds Right Curve Call with a 12 Chain Radius and 90° Central Angle has been plotted.

Metes and Bounds Right Curve Call showing the Arc Distance of 18.85 Chains

Metes and Bounds Right Curve Call showing the Chord Distance of 16.97 Chains

Metes and Bounds Right Curve Call showing the Chord Bearing of EAST


Compound Curve

"Thence a compound curve, having a radius of 8 chains and a central angle of 90°;"

A compound curve requires another curve before it.

Metes and Bounds Compound Curve showing the 8 Chain Radius and Center Point

Metes and Bounds Compound Curve showing the 90° Central Angle


Reverse Curve

"Thence a reverse curve, having a radius of 5 chains and a central angle of 90°;"

A reverse curve is based on the preceding curve.

Metes and Bounds Reverse Curve showing the 5 Chain Radius and Center Point

Metes and Bounds Reverse Curve showing the 90° Central Angle

Sectional Land Descriptions

Sectional Land Descriptions are subdivided by a grid system.

These are found by using these fill-in-the-form programs

    Link Area Grid Name Example
    PLSS USA Public Land Survey System S2 T35N R21W Chisago County, Minnesota
Section 2, Township 35 North, Range 21 West, Fourth Principal Extended
DLS Canada Dominion Land Survey SW 24-12-20-W4
Southwest Quarter of Section 24, Township 12, Range 20, West of the 4th Meridian.
NTS Canada National Topographic System C-26-F/93-K-11
Series 93, Area K, Sheet 11, Block F, Unit 26, Quarter C
FPS Canada Federal Permit System Yellowknife 38 62-30 N 114-15 W
Hay River F 72 61-00 N 115-30 W
UTM Global Universal Transverse Mercator 12N 384323 5540791
MGRS Global Military Grid Reference System 12U UA 84323 40791
12U UA 84 40

Useful Math for Metes and Bounds


chord = 2 * radius * sin(centralangle/2)

chord = 2 * 12 * sin(90/2)

chord = 16.97


arcdistance = centralangle/360 * radius * 2 * PI

arcdistance = 90/360 * 12 * 3.1416

arcdistance = 18.85

More math in 'C'

Legal Land Description References

Surveying References


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