How To Draw A Metes And Bounds Legal Description
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Plot a Metes and Bounds Legal Land Clarification
Quick First
Enter your metes and bounds legal land description.
Check Button
- Will run a syntax check on your data, plot the land parcel and calculate area and closure.
- The starting betoken should meet up with the ending signal. This is chosen "Closure".
- The acreage should be very close to what is on the legal country description.
- Syntax errors will exist highlighted.
- Hover over the highlighted fields to see the mistake message.
- 'Check' is a Complimentary Service.
Calc Button
- Computes Latitudes and Longitudes for all points.
- Computes arc lengths and chord lengths for all curves.
- Has links to download the betoken coordinates in CSV, KML, GPX and JSON formats.
- Has links to draw your property on elevation of Road and Satellite Maps.
- 'Calc' is a Paid Service.
Save Button
- Yous may create an business relationship without whatever buy.
- This allows yous to 'Save' your projects.
- 'Save' will besides add boosted lines to the bottom of the data entry class.
- To 'Save', you must manually click the 'Salve' button. This app does not automatically salvage.
Sales Pitch
Each 'Calc' consumes 1 credit. 'Bank check' is free and does non swallow any credits.
Your starting time 3 'Calcs' are free.
Typically 20 to 30 credits are required to complete a projection.
If you wish to setup an account, click Becoming a Subscriber and follow the instructions.
If already have an account, click here.
Or, you can click "Login" on the elevation correct hand corner of whatever webpage, sign in, and then click the "PLOT" push on the black menu bar.
Metes and Premises Land Description
Overview:
- A Metes and Bounds Land Description starts at a well defined beginning point and traces the perimeter of a holding using carefully measured distances and angles until it finally returns to the point of beginning.
- The terminate point must see up with the get-go signal. (Closure)
Example:
A tract of land in the Northwest quarter of the Northwest quarter of Section xxx, Township 1 South, Range 66 West of the 6th Main Peak, Canton of Adams, Country of Colorado described equally follows:Commencing at the Northwest corner of said Department xxx;
Thence South twenty°thirty' East, a distance of 140.60 feet to the Point of Beginning;
Thence Due north 88°55' East, a distance of 200.00 feet;
Thence S, a altitude of 125.00 feet;
Thence South 88°55' Westward, a distance of 200.00 feet;
Thence N, 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 xxx to acquit North 89°42' East with all bearings contained herein relative thereto.
Elements of a Land Description
- PREAMBLE
- 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.
- POINT OF COMMENCEMENT
- This is the reference betoken.
- A Point of Commencement is used to unambigously reference the packet to a well-established point (ie: a regime survey corner).
- A Point of Commencement is used when the reference signal is not on the perimeter of the package.
- The Point of Showtime is either inside the land parcel or on another state package some distance abroad.
- There might not be a Indicate of Offset.
- Signal OF Get-go (POB)
- The Signal of the Showtime is "pen down", the first point where the drawing of the perimeter begins.
- If there is no Signal of Commencement, the Indicate of Beginning is also the reference indicate.
- BODY
- The Body contains a sequence of Calls.
- These Calls depict the perimeter around the land parcel and stop upward back to the Point of Outset.
- Calls recite Courses and Distances.
- Calls tin be a straight line, a bend, or a line parallel line to another line.
- Calls can be references to adjoining boundaries, natural or bogus 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 Ground of Bearing
- Distance is the length in a well-known unit, such as feet, meters or chains.
- AREA
- An Area Telephone call sets forth the gauge acreage in the parcel.
- The acreage in the Expanse Telephone call should exist very shut to the calculated expanse as defined by the sequence of calls in the Body.
- Basis OF BEARING
- A Basis of Bearing is used instead of true north or magnetic n every bit the reference for the Courses.
- A Basis of Begetting is rare, most legal descriptions do not take one.
- If a land description has a Basis of Bearing, it volition be explicity stated. Otherwise leave the Basis of Bearing fields blank.
- In some US states, a Land Clarification must always state it's Basis of Bearing, even if information technology is True North.
- If there is no Ground of Bearing, this awarding volition use True N
Operating Instructions | |
Field | Clarification |
| Project Proper noun | A short description of the state package The Formal Description of the Country Parcel (It makes your printed out documents look better) |
| Ellipsoid | Size and Shape of the Earth The Earth is non a perfectly round sphere, it is an ellipsoid. An ellipsoid World 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 piece of work better on a specific part of the earth, similar the expanse effectually Mount Everest. Every bit a default, the plotter uses WGS84, which is the current "standard". If unsure, exit this field blank. ELLIPSOIDS Semi-major Semi-minor Equatorial Polar Changed centrality (yard) centrality (g) flattening Proper noun a b 1/f ---------------------------- --------------- ---------------- --------------- Airy 6377563.396 6356256.91 299.3249753 Modified Blusterous 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 Modernistic. 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.iii 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.ii 6356515 293.46598 Clarke 1880 Modern. 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.three 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.v 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. Information technology is used by this application to provide a reference to a specific line of the input form during error checking. The Line Number is likewise used to label points on the drawing that do not accept a Indicate Proper name. |
| Latitude Longitude | Starting Latitude & Longitude This is the disquisitional starting point used to calculate all the other Latitudes and Longitudes. Care and attending are required. Latitude and Longitude to 5 decimal places is about a meter. The Latitude and Longitude are entered in decimal degrees, with Longitude being a negative number in the Western Hemisphere. The MGRS app can be used to convert a Degree, Minutes, Seconds into Decimal Degrees. Entering a Latitude and Longitude is recommended, especially if yous require results authentic to many decimal places. This app volition compute *OK* without the starting latitude and longitude for distances under a few hundred feet. But if you accept lengths that comprehend miles, then the curvature of the world will have a significant outcome on your Closure distance. SectionalIn the parts of the United States covered by the Public Country Survey Arrangement and the parts of Canadian provinces covered by the Dominion Land Survey, the starting Latitude and Longitude are ofttimes corners that can be obtained past using one of our exclusive land description converters.
Authorities Databases
Physically become the GPS of the Starting Position
|
| Betoken Proper noun | Name of this Indicate The Signal Name is used by the legal text to name a indicate that volition be referenced subsequently on in the aforementioned certificate. The Signal Proper name is also used to label the point on the drawing. |
| Begin | Indicate of Beginning "Pen Down". Cartoon of the Perimeter begins. |
CoursesCourses are the directions to movement. This application accepts courses in in ii formats. | |
| Primal | North, South, East and West, Northwest, Northeast, Southwest and Southeast Primal Directions are simply stated as words. Degree, Minutes and Seconds are left blank. East/West is also left blank. |
| Bearing | [Due north|South], Degree, Infinitesimal, Second, [East|West] The Compass is divided into 4 quadrants. Directions showtime at either North or South and proceed at an angle towards East or W. At to the lowest degree one of the degree, minute or second fields must be filled in. In this application, the Bearing field is also used to hold the "Cardinal Bending" when plotting curves. |
Distance | |
| 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 State Surveying Units of Measures. These well know units of length are accustomed. 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 yard League 5556 United states of america Pes 0.30480061 ------------- --------------- United states of america Survey Foot If unsure, select "Human foot" rather than "US Foot" in the unit driblet down. Since 1893, the legal definition of the foot in the United States has been based on the meter. But before that appointment, the definition of the foot was as adopted by Congress in 1866 was i Us Foot = 1200/3937 meter exactly. In 1959, the relationship of the pes 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, beyond the distance of an unabridged country, information technology 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 bare. |
Curves
Left, Right, Chemical compound & Reverse Curves
Enter in the Central Bending in the Caste/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 equally a "math" double check.
As an additional double bank check, many descriptions also include words like "Southwesterly" or "Northerly" to depict the general direction of a curve.
Line Call
"Thence North 45° Due east a distance of twenty chains;" 
Right Curve
"Thence a curve to the correct, having a radius of 12 chains and a key angle of ninety°;""Arc Distance" and "Chord Distance" are oftentimes given in the call (as double checks), but the plotter does non apply them.
Chemical compound Curve
"Thence a chemical compound bend, having a radius of 8 bondage and a central angle of xc°;"A compound curve requires another bend before it.
Reverse Curve
"Thence a reverse curve, having a radius of 5 chains and a fundamental angle of 90°;"A reverse curve is based on the preceding curve.
Exclusive State Descriptions
Sectional Country Descriptions are subdivided past a grid system.
These are constitute past using these fill-in-the-course programs
| Link | Expanse | Grid Name | Example | |
| PLSS | Usa | Public Land Survey System | S2 T35N R21W Chisago County, Minnesota Section two, Township 35 North, Range 21 Due west, Fourth Principal Extended | |
| DLS | Canada | Dominion Land Survey | SW 24-12-20-W4 Southwest Quarter of Section 24, Township 12, Range 20, W of the 4th Tiptop. | |
| NTS | Canada | National Topographic System | C-26-F/93-K-11 Series 93, Area Thou, Canvass 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 Due west | |
| UTM | Global | Universal Transverse Mercator | 12N 384323 5540791 | |
| MGRS | Global | Armed forces Grid Reference System | 12U UA 84323 40791 12U UA 84 40 |
Useful Math for Metes and Bounds
COMPUTE CHORD Distance FROM RADIUS AND CENTRAL Bending ------------------------------------------- chord = 2 * radius * sin(centralangle/two) chord = 2 * 12 * sin(ninety/2) chord = 16.97 COMPUTE ARC Altitude FROM RADIUS AND CENTRAL Angle --------------------------------------------------- arcdistance = centralangle/360 * radius * 2 * PI arcdistance = xc/360 * 12 * 3.1416 arcdistance = 18.85 More math in 'C'
Legal Country Description References
- Interpretations of Real Holding Descriptions
Florida Clan of Cadastral Mappers
The Florida Section of Revenue
FACM Course iii - Reading and Agreement Legal Descriptions
David Lawson
Washington Underwriter
Fidelity National Title Group
Washington Land Title Clan - Oct 2018 - Due north Caroling Property Mappers Association
Advanced Mapping
Department five-C
Curves - Specifications for Description of Tracts of State for Use in the Land Orders and Proclamations
U.Southward. Government PRINTING OFFICE
Stock Number 024-011-00117-iv - Guidelines for Writing Legal Descriptions
State of California
- The Zigs and Zags of Legal Descriptions
past Alan C. Morganfield, SR/WA, PLS
by Charles Carpenter, ESQ
- Legal Descriptions
past R.W. "Russ" Forsberg, PLS
- Land Description Principles
Past: William C. Rohde, RLS 841
Wisconsin State Surveyor
Retired
- How to map property boundaries from a human action
http://world wide web.waldeneffect.org
by Anna Hess and Marking Hamilton
- Property Descriptions
The types of legal descriptions used for real property in the United States.
Surveying References
- Basic Surveying - Theory and Exercise
Oregon Department of Transportation
Geometronics Unit of measurement
- Highway Surveying Manual
Washington State Department of Transportation
Ecology and Technology Service Heart
Pattern Role
M 22-97 January 2005
Chapter xi : Geometrics - Finding Survey Marks and Datasheets
National Geodetic Survey
- Search BLM GLO Records
U.S. Deptartment of the Interior
Bureau of Country Management
Choose "Surveys" to observe Platt Image
- Content Requirements for Survey Plans and Sketches
Government of Alberta
Public Country Dispostions
https://www.alberta.ca/survey-sketch-plans.aspx
- 2020 Manual of Standard Practice
Alberta Country Surveyor'southward Association
https://world wide web.alsa.ab.ca/
- Geodetic Datums: NAD 27, NAD 83 and WGS84
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