Sounds like a nice job, thanks for the reply. ?ÿ

It's fascinating reading the posts, thanks for your comments and links to literature. My tutor from college was an old-timer, who always drummed it i...

Hi, I'm the original poster. I'm getting this problem at the start of every day for the last 4 days. I have the TS3 right beside the robot. It's happe...

Thanks guys for all your input, it's very much appreciated

Thanks for the replies guys On a lot of the jobs I do I scan the building, so I like to put in control with a total station which is then used to ver...

Thanks guys, awesome advice as usual. I might be able to put the legs on the corners of some local blockwork walls.

Thanks guys, I'll find somewhere else to do it or agree looser tolerances

Hi Bill I'll see tomorrow when I got to the site how stable it is. The foreman (as they always do) says they want the setting out perfect, I said 6mm...

What I'd like to avoid is to have 2 sets of co-ordinates that are slightly different for the same station names. I just think it's a bad idea. A solu...

@nate-the-surveyor?ÿ Thanks Nate, so what you're saying is... have my own station names and co-ordinates even though they are a few mm different from...

I've seen resection mentioned before as a method to spot dodgy station co-ordinates. As long as the software has enough stations to calculate a solid ...

Hi guys Many thanks for taking the time to reply. Yes, I'm in the UK. I'm not a "licensed surveyor", but studied surveying at college and have a dipl...

Many thanks Bill C for putting me straight, have just labelled them "Pollarded tree" on my topo and feeling very smart!