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Geodesy
Fundamentals Geodesy Geodynamics Geomatics History
Concepts Geographical distance Geoid Figure of the Earth(radius andcircumference) Geodetic coordinates Geodetic datum Geodesic Horizontal position representation Latitude / Longitude Map projection Reference ellipsoid Satellite geodesy Spatial reference system Spatial relations Vertical positions
Technologies Global Nav. Sat. Systems (GNSSs) Global Pos. System (GPS) GLONASS(Russia) BeiDou (BDS)(China) Galileo(Europe) NAVIC(India) Quasi-Zenith Sat. Sys. (QZSS)(Japan) Discrete Global Grid and Geocoding
Standards (history) NGVD 29 Sea Level Datum 1929 OSGB36 Ordnance Survey Great Britain 1936 SK-42 Systema Koordinat 1942 goda ED50 European Datum 1950 SAD69 South American Datum 1969 GRS 80 Geodetic Reference System 1980 ISO 6709 Geographic point coord. 1983 NAD 83 North American Datum 1983 WGS 84 World Geodetic System 1984 NAVD 88 N. American Vertical Datum 1988 ETRS89 European Terrestrial Ref. Sys. 1989 GCJ-02 Chinese obfuscated datum 2002 Geo URI Internet link to a point 2010 International Terrestrial Reference System Spatial Reference System Identifier (SRID) Universal Transverse Mercator (UTM)
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ISO 6709,Standard representation of geographic point location by coordinates, is theinternational standard for representation oflatitude,longitude andaltitude for geographic point locations.

The first edition (ISO 6709:1983) was developed byISO/IEC JTC 1/SC 32. Later the standard was transferred toISO/TC211,Geographic information/Geomatics in 2001. The committee completely revised the second edition (ISO 6709:2008). There was a short technical corrigendum (ISO 6709:2008/Cor 1:2009) released in 2009.^[1]The third editionISO 6709:2022 was published in 2022.^[2]

The second edition consists of a main part and eight annexes (Annexes A through H). The main part and Annexes A and C give encoding-independent general rules to define items to specify geographic point(s). Annex D suggests a display style for human interface. Annexes F and G suggest styles ofXML expression. Annex H suggests string expression, which supersedes the first edition of the standard.

A geographical point is specified by the following four items:

• Firsthorizontal position coordinate (Φ ory), such as latitude (negative number south of equator and positive north of equator)
• Second horizontal coordinate (λ orx), such as longitude (negative values west of Prime Meridian and positive values east of Prime Meridian)
• Vertical coordinate, i.e. height or depth (optional)
• Identification ofcoordinate reference system (CRS) (optional)

The first three items are numerical values called coordinates. The CRS gives the relationship between the coordinates and a point on the earth. The identification of CRS could be a full description of properties defined inISO 19111; only an identifier given by some registry (such asEPSG) is used in most cases, since only such identification is enough for most information exchange purposes.

Order, positive direction, and units of coordinates are supposed to be defined by the CRS. When CRS identification is missing, the data must be interpreted by the following conventions:

• Latitude comes before longitude
• North latitude is positive
• East longitude is positive
• Fraction of degrees (decimal degrees) is preferred in digital data exchange, whilesexagesimal notation is tolerated for compatibility

There is no such interpretation rule for vertical coordinates.

When there is no guideline given from the user community, the following styles are suggested:

1. Coordinate values (latitude, longitude, and altitude) should be delimited by spaces.
2. The decimal point is a part of the value, thus must usually be configured by the operating system.^[a]
3. Multiple locations should be represented by multiple lines.
4. Latitude and longitude should be displayed by sexagesimal fractions (i.e. minutes and seconds).
5. When minutes and seconds are less than ten, leading zeroes should be shown.
6. Degree, minutes and seconds should be followed by the symbols ° (U+00B0), ′ (U+2032), and ″ (U+2033), without spaces between the number and symbol.
7. North and south latitudes should be indicated byN andS following immediately after the digits.
8. East and west longitudes should be indicated byE andW following immediately after the digits.
9. Units of elevation or depth should be given by symbols, immediately after the digits.^[b]
10. Elevation belowzero-level reference or depth above reference level should be indicated by a minus sign − (U+2212).

Examples:

• 50°40′46″N 95°48′26″W 123.45m
• 50°03′46″S 125°48′26″E 978.90m

The standard does not specify how coordinates at theequator,prime meridian orantimeridian should be written.

The XML representation based on the conceptual model of Annex C uses XML namespacehttp://www.isotc211.org/2006/gpl^{[permanent dead link‍]}. However, there is no published XML schema at the time of writing (August 2011).

<gpl:GPL_CoordinateTuplexmlns:gpl="http://www.isotc211.org/gpl"><gpl:tuplesrsName="urn:ogc:def:crs:EPSG:6.6:4326">35.89421911139.94637467</gpl:tuple></gpl:GPL_CoordinateTuple>

A string expression of a point consists of latitude, longitude, height or depth, CRS identifier, and trailingsolidus (/) without any delimiting character. When height or depth is used, there must be CRS identifier.^[c]

Latitude is a number preceded by a sign character. A plus sign (+) denotes northern hemisphere or the equator, and a minus sign (-) denotes southern hemisphere.^[d]

The integer part of the number is a fixed length. The number of digits in that part indicates the units, thus leading zero(es) must be filled when necessary. The fractional part must have the appropriate number of digits to represent the required precision of the coordinate.

Longitude is a number preceded by a sign character. A plus sign (+) denotes east longitude or theprime meridian, and a minus sign (-) denotes west longitude or 180° meridian (opposite of the prime meridian).^[e]

Rules about the number of digits are the same as for latitude.

• When height or depth is present, CRS identifier must follow.
• Positive direction and units are defined by CRS.^[f]
• Negative number does not necessarily mean position below reference level.
• Positive is up for height, down for depth.

The CRS identifier begins with "CRS". There are three styles:

1. When a registry provides online resolver, CRS<url>
2. When a registry is offline, CRSregistry:crsid
3. When the data creator provides full definition of CRS using ISO 19111, CRS<CRSID>

The example of original Annex H always use "CRSWGS_84".

• Atlantic Ocean +00-025/
• France +46+002/
  • Paris +48.52+002.20/
    • Eiffel Tower +48.8577+002.295/
• Mount Everest +27.5916+086.5640+8850CRSWGS_84/
• North Pole +90+000/
• Pacific Ocean +00-160/
• South Pole -90+000+2800CRSWGS_84/
• United States +38-097/
  • New York City +40.75-074.00/
    • Statue of Liberty +40.6894-074.0447/

• List of geodesic-geocoding systems
• LOC record
• Geo (microformat)

• Catalogue entry for ISO 6709:2022 (Edition 3)
• Final draft of ISO 6709:2008 (archived)
• Profile by W3C GeoXG

• Point Location 6709 - an open-source Java parser and formatter on GitHub
• Point Location 6709 - an open-source JavaScript implementation on GitHub
• C# ImplementationArchived 2011-08-20 at theWayback Machine at Codeplex
• Objective-C Implementation on GitHub

• ISO standards
• Geographic coordinate systems
• ISO/TC 211

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