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Best Practices for spatially adjusting CAD data

Question asked by geonetadmin on Feb 2, 2011
Latest reply on Feb 16, 2011 by withershin
Original User: alnesbit

Hello all,

Best Practice is such a buzz word, I hate to even use it. However, does anyone have or have found any papers or information on the best practices on converting CAD data? I'm using the spatial adjustment toolbar after converting the data to feature classes to line up the data with my existing parcels. But I'm wondering how many links to use and what kind of RMS I should have. Also I'm using the edge snap method but I wonder if I should change it to rubbersheet.

Appreciate any insight.