Wonder if they'd travel to Texas, one of our sites has been too muddy to get a crane in for a while now..

R.J. Schneider, post: 324460, member: 409 wrote: That made the most sense to me. Err on the side of caution and offset it about ten foot for a privacy...

Roadhand, post: 324192, member: 61 wrote: If youre looking at a set of plans from the 80's you might just look for cross slopes drawn in the plan shee...

cptdent, post: 324449, member: 527 wrote: Boy, I sure hope no one on the Texas State Board of Registration is on this site!If they get wind of it, "Mr...

C Billingsley, post: 324437, member: 1965 wrote: The first person to reply to your post explained why it would not be appropriate for a professional s...

PINOST, post: 324405, member: 8430 wrote: go to job new create new jobthen go to job....edit points manualy enter your coordinates you havethen go to...

mattsib79, post: 324403, member: 1138 wrote: I mean no disrespect. However, every licensed surveyor I know be it construction or boundary knows how to...

Yes sir.

I am by no means new to staking points, and that is all I am doing. I have just never been in a position where I couldn't see at least 1 point from my...

Dallas Morlan, post: 324381, member: 6020 wrote: Also remember when recovering corners or establishing your lines you are also surveying the lines of ...

Maybe I missed it but was there something in that post that answered my question?ok, would any unlicensed surveyors care to spare a few minutes to hel...