I agree. If the description more or less describes the same property that is in the new survey, then I'd leave it alone.I might re-write it if the cu...

So, you tried to sell him something that was yours and.....what...I don't get it. No, I get what you're saying - just don't get what your point was t...

Hey, thanks. I never knew about that.

Ok, this thread messed up my View.It's huge now. How do I re-size everything back down.

Not all ROW include utilities.

Like most things - it depends. It depends on: who it is; how old the survey is; what they say they need it for; what I think they need it for; whethe...

I think that in many cases it's not necessarily calling a monument off, but showing how their measurements came out. They moved/rotated/aligned their...

Don't worry. They haven't changed much.

Well, it is defined - 10' either side of the line.It should be sufficient, though, to just show it graphically, and refer to the Bk/Pg, as you have do...

For locating monuments, foundations, building corners, and other critical locations. Not for traversing or topo.

There's case law for both sides of this issue.As mentioned by others above, you need to know something about the customs and the area. In many cases t...

In most cases, not involving livestock, I guess, fences are built in the same location as the prior one.Actually, I think that a fence is presumed to ...

Yeah, a lot of CE shops and surveyors stick with LDD/C3D because they're afraid to change.Surveyors, at least, should take the plunge, and go with Car...

The job has to be on some coordinate system, and you have to specify it in Settings/Drawing Setup.

Well, Nate, did you try it yet? Pretty cool, I think.

Well, you could maybe not tell her about the 0.4' - say that the nice new fence is on "pretty much on-line".But it's probably too late for that now, h...

Thanks!!I didn't know that it could do that. Just tried it, and it worked great - topo/contours right where they're supposed to be.

Carlson is the way to go. I love the version with embedded ACAD. I was not a fan of the ICAD version, but that was 2009. I've read that it's come a...