Land surveys and surveys of existing conditions are generally performed according to
geodesic coordinates. However, for the purposes of construction a more suitable coordinate system will often be used. During construction surveying, the surveyor will often have to convert from geodesic coordinates to the coordinate system used for that project.
Chainage or station In the case of roads or other linear
infrastructure, a
chainage (derived from
Gunter's Chain - 1 chain is equal to 66 feet or 100 links) will be established, often to correspond with the centre line of the road or pipeline. During construction, structures would then be located in terms of
chainage,
offset and
elevation.
Offset is said to be "left" or "right" relative to someone standing on the
chainage line who is looking in the direction of increasing
chainage. Plans would often show
plan views (viewed from above),
profile views (a "transparent" section view collapsing all section views of the road parallel to the
chainage) or
cross-section views (a "true" section view perpendicular to the
chainage). In a
plan view,
chainage generally increases from left to right, or from the bottom to the top of the plan.
Profiles are shown with the chainage increasing from left to right, and
cross-sections are shown as if the viewer is looking in the direction of increasing
chainage (so that the "left"
offset is to the
left and the "right"
offset is to the
right). "Chainage" may also be referred to as "Station".
Building grids In the case of buildings, an arbitrary system of grids is often established so as to correspond to the rows of columns and the major load-bearing walls of the building. The grids may be identified alphabetically in one direction, and numerically in the other direction (as in a road map). The grids are usually but not necessarily perpendicular, and are often but not necessarily evenly spaced. Floors and basement levels are also numbered. Structures, equipment or architectural details may be located in reference to the floor and the nearest intersection of the arbitrary axes.
Low distortion engineering grids Typically national mapping grids have significant
distortion and are often not suitable for precise engineering design and construction. For major infrastructure projects specifically designed low distortion engineering grids can be used, an example being the
Transport for London London Survey Grid, or tailored
snake projections which can be suitable for long linear infrastructure such as high speed rail. Such grids not only minimise the impact of distortion due to the Earth's curvature but also have the benefit of defined relationships to a geodetic datum and therefore lack the arbitrary nature of localized grids.
Other coordinate systems In other types of construction projects, arbitrary "plan north" reference lines may be established, using Cartesian coordinates that may or may not necessarily correspond to true coordinates. The technique is called localized grid. This method uses the plan building grids as their own ordinates. A point of beginning is established at the southwest cross grid, e.g. [N1000.000,E3000.000]. The grids are added together heading north and east to make each line its own ordinate. ==Equipment and techniques==