I am working in Autocad. I have some 100 Lat/Long Coordinates. The destination drawing defines it's datum as such:
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BASIS OF SURVEY:
HORIZONTAL DATUM: MODIFIED (GROUND) COORDINATE SYSTEM BASED ON THE NEW MEXICO COORDINATE SYSTEM OF 1983, CENTRAL ZONE, NAD 1983(92) US SURVEY FEET AND WAS ESTABLISHED BY 0.P.U.S. GPS OBSERVATIONS, IN ACCORDANCE WITH THE NATIONAL GEODETIC SURVEY'S SPECIFICATIONS FOR O.P.U.S. OBSERVATIONS.
VERTICAL DATUM: NAVD 1988
COMBINED FACTOR = 0.999611828
COMBINED RECIPROCAL FACTOR = 1.00038832274
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It contains a comparison table. A comparison taken at random is such:
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Northing - 747878.008
Easting - 1719902.164
Elevation - 4556.84
LaLatitude 33°03'17.51520"
Longitude - 105°59'33.89390"
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I am currently using Corpscon6 to do conversions between Latitude/Longitude and New Mexico Central State Plane Coordinate system, which is what this appears to be based off of. The problem is, a raw conversion between the two creates an error of about 500 feet, which is too much of a margin of error for the use this is being put to.
My question is, does anyone know any mamathematicalormulas or anything I can do that would convert what Corpscon6 puts out to something that would be usable in the autocad datum?
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