355.18 Identification of geographic locations.
The plane coordinate values for a point on the earth’s surface used to express the geographic position or location of the point in the appropriate zone of the coordinate system shall consist of two distances expressed in meters and decimals of a meter. One of these distances, to be known as the “x-coordinate”, shall give the position in an east-and-west direction; the other, to be known as the “y-coordinate”, shall give the position in a north-and-south direction. These coordinates shall be made to depend upon and conform to plane rectangular coordinate values for the monumented points of the North American horizontal geodetic control network as published by the United States national ocean survey, or the United States national geodetic survey, or a successor agency. Any monumented point may be used for establishing a survey connection to the coordinate system.
93 Acts, ch 50, §3
Structure Iowa Code
Chapter 355 - STANDARDS FOR LAND SURVEYING
Section 355.2 - Applicability.
Section 355.4 - Boundary location.
Section 355.6 - Monumentation.
Section 355.6A - Monument preservation certificate.
Section 355.7 - Plats of survey.
Section 355.7A - Retracement plats of survey.
Section 355.8 - Plats for subdivisions.
Section 355.11 - United States public land survey corner certificate.
Section 355.12 - Indexing of survey documents by recorder.
Section 355.13 - Surveys authorized by the United States government.
Section 355.14 - Federal surveys — defacement.
Section 355.16 - Iowa plane coordinate system defined.
Section 355.17 - Designation of coordinate zones.