Most original ITD acquisitions are easements even though the deeds read as if they were Fee. This is true up through March 4, 1953. This should make n...

This image is what we typical find up in this neck of the woods. While i would never call a 3.5" cap on a 6" post out 0.05 feet, some have and the tr...

So you keep all your survey databases in Internatinal feet but you dont work in Internation feet? That seems way more dangerous than simply setting u...

ease, post: 415003, member: 1584 wrote: This sounds ideal and maybe it's a limitation of 09, but I see no way of inserting ASCII points into the datab...

Randy Rain, post: 415005, member: 35 wrote: I do not recommend importing text files directly into the survey database in C3D as you could have unexpec...

Your best bet is to insert them through the survey database. This allows for a much smoother workflow and tracking as you can name each import event....

Sounds like they are somehow in architectural units or possibly they are on an older version. I have had odd experiences using older versions. In th...

Jim in AZ, post: 414373, member: 249 wrote: "This was a major oversight by the Title Co's who overlooked this judgement and they should fix it. "This ...

sjc1989, post: 414353, member: 6718 wrote: So what your saying is the court did not require both deeds be brought up to date to reflect the court deci...

It doesn't meet our criteria for projects we want to pursue. Private client, moderare risk, low pay, and lots of potential headaches. Plus, we have ...

thebionicman, post: 414190, member: 8136 wrote: The issue has been correctly identified as a title (records) problem. What hasn't been said is that we...

Brian Allen, post: 414186, member: 1333 wrote: Upon what doctrine was the judgment based, AP, acquiescence, agreement, etc., and what state is the pro...

MightyMoe, post: 414140, member: 700 wrote: There is no gap or overlap; the assessor has the power to reject a deed there? These title hiccups happen,...

JPH, post: 413488, member: 6636 wrote: Cool. Wait, which method is how you do it - put B-D on the stream meanderings or use a +/- length with a tie l...

JPH, post: 413453, member: 6636 wrote: Come on, Kris, it's not BS. You may not like it, and it may not be how you do your thing in Texas, but it's ho...

If you learn anything from this experience it is: Have a well worded contract that covers issues such as this. There is no reason to complete more w...

New ALTA = new survey. Certainly you can compare your results internally and follow up as necessary but I wouldn't show anythin in the new ALTA that ...

It's a good survey tool....not a good drafting tool.

lmbrls, post: 411106, member: 6823 wrote: Prime Contractors Reply (To his credit):Thanks for the explanation. I agree with your statements and concer...