ERROR! My Bad! FIPS should be 48 for Texas! 42 is Pennsylvania. Cross wired brain circuits from working in two states! See wiki list page:
KEY QUESTION: Why would ArcGIS map data be "stuck" in State Plane? Why not just "re-project" (re-cast) the map data to a "more reasonable" Lat-Long? A number of reasons:
(1) Lat-Long is NOT A COORDINATE SYSTEM -- unless an elevation relative to some datum (sea level) is reported. Consider, a cave under your house -- an aircraft flying over -- and the moon in it's orbit -- in an instant -- can share the same Lat-Long coordinate. Only with elevation is there unique discrimination.
(2) Most oil & gas plats / deeds / legal descriptions have been litigated (i.e. legally tested in court) using State Plane / NAD27 / US Survey Feet since the 1930s -- a long legal history -- and it is not "fun" explaining datum conversions and units-of-measure changes to regulators, lawyers and juries,
(3) Most 1940s to 1990s USGS topo maps (and DRGs) have a NAD27 State Plane grid in the map edge graticules -- and is a very useful & superior credibility cross check if there be a litigation question.
(4) Property deed descriptions in metes & bounds -- and field surveyors -- often want to "see" US State Plane coordinates -- especially in the Pre-1959 US Survey Foot units of ratio 1200/3937. The post-1959 International Foot differs from US Survey foot by 2 parts per million -- AND CANNOT BE IGNORED IN GIS Mapping with big XY values of State Plane.
(5) There is much digital data available from commercial vendors "hard cast" in State Plane / NAD27 / US Survey Feet. Datum conversion is often a source of subtle but hard to identify errors -- especially with new people lacking Geodesy experience. Often "less dangerous" to allow the data to remain in State Plane -- and only adjust when "talking" to outside systems like Google Earth or OpenStreetMaps. In short, best to not kick a sleeping Lion.
Wiki Page for US Surveyor Feet:
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