tell the contractor that's what grinders are for.
If you're laying out a 5000' bridge, ground distances would be your best option. Otherwise, your bridge may be .5 short or long.
YOUR FIRED!!Did you also do "the cobra"
It happens to all of us. Learn from it and move on.
You're right.. Sorry. Just tired and frustrated.
In Carlson...ANNOTATE, LABEL LAT/LON, choose decimal/dms, pick your point(end, center, mid, etc) BAM YOUR DONE, NO POINTS NEED BE CREATED
You'll never regret it.
There is also a change layer of points by point range.
Yep, we call it a consolidation.
Funny, isn't it. Water companies won't send you the maps or return plans with mark-ups, but, they'll come out and mark them on the ground. Go figure...
Does it happen with all drawings? Is this ICAD? (can't be much help there) Try a purge? any rogue x-refs? As a last resort, write-block your data, o...
Deep down, I knew something to that effect. Wishful thinking. It was a shot in the dark.
Any time something comes together like that for me., it usually turns around to be the exact opposite.
cc cleaner has done well for me also
Good luck trying to pursue a federal lawsuit across international borders.