Good call on the 2 batteries. I just bought a second battery for mine. 1 battery did not last long enough.

> Tough break on the markers. Do you think a “surveyor” was involved or was the destruction was called by an overzealous construction crew ?It's i...

If you have a CAD file of the design you could move the design to state plane. If that freaks you out because others may be using it, then you'd have...

I still say use my method and you could even totally ignore the scale factor. Just move the stuff onto state plane. 0.9999979631 at 1 1/2 miles mean...

As others have said, scaling coordinates by simply multiplying them by some factor scales them about the origin 0,0. Think about it 0 x Scale factor ...

It says "RTK, NTRIP, Direct IP and GLONASS enabled" which indicates it can be used as a network rover. Does anyone have experience using it in this c...

> RTK unit to the calibrated baseline?.....> .> .> .> .> .> .> I'm NOT suggesting it... merely asking the question.....I did t...

don't do it.....GPS is ok for the concrete, but even for that you want to take the elevations off the existing FF of the existing BLDG some other way....

> > I have also heard of chiefs just slamming a rod or two on a lot in the "general" vicinity of where the corner should have gone and calling i...

reading this is giving me a TCRAMP.....may I just need to take a TCRAP

Thoughts and prayers for Larry

> USE CORPSCON TO GET THE DIFFERENCE IN ELEVATIONS.I agree on using corpscon. That being said, it will most likely be an identical conversion depe...

isn't that guiderail gonna cause some serious multipath?

I prefer an 'Aye' man....they tend to be more agreeable.

thanks I will give it a shot

> I've tried every combination of settings, trying to export an ASCII file from TraversePC into SurvCE. Something is getting messed up in the parsi...

If you mark both ends of the line isn't that the same as setting the corners? What are you setting? Something permanent?In metes and bounds land, su...