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Does anyone know how to adjust a backsite using the .fbk file format in civil 3D 2013 using the survey option? We have the correct coordinate for the point that was taken in error. This point is at the beginning of the survey so the error compounds throughout the rest of the survey. The surveyor was using a total station.
Need more info. Was the gun not zeroed, did he BS the wrong point, BS the wrong point number in file. If it is a matter of one bad shot NEZ the right coord and comment out (!) the collected shot.
Hey,
I also want to know more about it. Please help.
Somewhat confused by your post. If you busted the angle why not rotate the points or am I missing something ?