We shouldn’t have to reinvent the wheel to employ Civil 3D point data successfully. After more than ten releases of Civil 3D that would be dumb. The Pareto Principal, that famous 80 20 Rule, applies to our civil engineering and survey data. I argue, and most civil and survey folk would agree, that 20% of what we gather and create drives a large part of our project…Read more
Most civil engineering and survey firms employ a simple form of codes in the Format column of their Description Keys. There’s no problem with that, but you may be missing some very useful functionality built into AutoCAD Civil 3D’s Description Keys Sets and annotative Label Style power tools.
Inside Civil 3D there is the simple and then there is the simply…Read more
We talked Civil 3D gone wild recently. We explored our ability to improve our daily productivity by the use of repetitive patterns and the logical NOT tool in our Survey Codes, Description Keys, and Point Group definitions in the post NOT Keys in Civil 3D.
The practical realities of Not Key patterns…Read more
We examined in detail how we can take advantage of Civil 3D’s arcane methods of interpreting and resolving point data in a multiple post series on point display resolutions in AutoCAD Civil 3D. The topic of NOT Keys kept coming up. A couple of folks asked the basic question,
“What is a NOT Key?”
It might be a better question…Read more
We wrapped up a previous post about the interpreted nature of point data in AutoCAD Civil 3D and the Civil 3D Point Display Priority Strategy with an argument that the Pareto principal, the famous 80 20 Rule, applies to our civil engineering…Read more