We actually had a discussion about something along these lines at the local society meeting a couple weeks ago. Our discussion had to do with plats b...

Are these guys building their own receivers or is it just Leica or Trimble guts inside a box with their name on it?

It was right next to a thousand year old looking fence? Easy peasy. 😎

I don't understand what the goal is. Are you building a GIS where this data will be displayed?

This thing should only be able to pop up like once an hour or two or something. Every single time refreshing a page is some serious overkill...

So yeah OP your cad must be doing the same thing mine is where it's wanting decimal degrees for the rotation. The plat dimensions actually check out ...

OK, what in the hell is carlson doing here... I draw the north lot line cardinal east west at 120.71 feet, make a duplicate of that line and rotate ...

@norman-oklahoma His notation is a whacky mix of DMS and decimal degrees but the numbers themselves seem to be right.

I actually got the exact same solution as the OP so either I'm misreading the plat or some of the dimension data is wrong.

This is my short and sweet go to reference for leroy things.

Can't tell what you're talking about. Post a copy of the deed description.

So you can type everything at 0.08 and not have your survey be rejected.

I think the scanner is the culprit in a lot of these situations.

A khaki tie and khaki shirt? Man, spice it up a little bit. 😆

I like that idea actually. Assuming you don't need or want to do any construction staking it seems like the far more efficient route.

Maybe if someone drowns in the pond it becomes a mess of who's responsible or something, but that seems like kind of an extreme scenario.

But you can delete land that actually exists? What a nonsense argument. 😆

@john-putnam Yep. When I list an acreage just about anywhere I round down so worst case scenario the owner discovers they have more land than they th...