Not ever. I am not even sure passing the responsibility off on another party would pass the insurance test....if it came down to it.

No offense man but that is ridiculous.?ÿ You would lower your price so you could make less profit in today's business climate? By doing so you would l...

@rover83 Yes, that was it Rover! That takes care of the field warnings, thank you.

@paul-in-pa I am not talking about monument ties, we complete multiple observations on all monuments.  My question is in regard to single vector...

@cole Your office is setting you up for a disaster.  Maybe not today or tomorrow but someday for sure.  Your office should send you out wit...

@ fairleywell I have already done that but that setting does nothing to flag out of tolerance GNSS vectors. Unless my TBC has some other setting I am ...

Straight line calibrations can be very dangerous when working in an area off the line which in most cases should be most of your work area.?ÿ Your hor...

@just-a-surveyor I see just the opposite.  Surveyors, or shall i say people in the surveying professions from drafters to techs to party chiefs ...

@ssorcbor I am not sure why I haven't noticed this sooner.  Who shoots multiple vectors for topo points? There needs to be a simple way to flag ...

Good Luck Dave. As you're finding out, selling is a tough thing unless you're promoting from within for an easy transition/buyout type situation.?ÿ I ...

The new spring/summer board publication further clarifies material discrepancy. Seems crystal clear to me. See below, taken from the board publication...

I cringe whenever I hear of end users utilizing a calibration file.?ÿ I despise them and try very very hard to never have to use them.?ÿ Once every ot...

  Page 11 discusses the material discrepancy question.  it's basically anything other than the originally set monument. I am glad they final...

We convert all our data to ground values within our processing software(with a few exceptions).?ÿ We do not truncate values at all.?ÿ With our method ...

I heard a story about someone on a county crew leaving a truck out at a jobsite.?ÿ He forgot he drove himself to the site and rode home with another c...

If you do alot of adjustments, and it sounds like you do, i believe star-net would be your most functional choice.?ÿ We simply do not adjust our trave...

Civil3d is not a friendly to traverse adjustments. I think i used it once 5 years ago. It can be done, it just requires a very specifically structured...

While I agree that a scale appropriate for a legible end product is a good thing I cannot tell you the last time i actually used a scale to measure so...

We used it initially until we found Pix4d. Pix4d was superior by far.?ÿ I am not up to speed on either but do know my tech spent a ton of time with bo...

We have not experienced that issue and use point groups daily.?ÿ Which version are you using? We control survey monument point groups by point number ...