Bottom line - if you use Leica, use Leica prims. Anything else, I just set to 0, in instrument, DC, and prisms, and no worries.

In my world, we should be responsible/liable for the location of what is contained in the deed.?ÿ We should still have to research back the way we cur...

I hear that a lot, but it's usually the owner or abutter pointing out some random steel rod, old fence post, big rock, or some other hunk of junk, as ...

I'm one of the few who would like to take a step back and become looked upon as more of a trade.?ÿ?ÿ Our professional status has us holding the water ...

Go Carlson to start. It's ACAD, the same as C3D. Carlson can convert C3D points. And if you have trouble, then I bet your client will send you a po...

I've seen CST II after a person's name.?ÿ SIT is much more meaningful and impressive.

That may be so, but making equipment more proprietary may cause some of them to become less popular or disappear.?ÿ A lot of field personnel love Carl...

As said in my prior post, if you have D&R on your BS, it will use that split to adjust your average on the D&R split for your FS shots.?ÿ If y...

If you have BD/BR for your traverse, I believe that it will also use that to reduce the FD/FR on your sideshots.?ÿ If they're all taken from the same ...

I always liked the Wild/Leica legs, but have been using Tri-max for the past 10 years, and I'm sold on them.?ÿ Solid, but heavy, and I can live with t...

He said Mass, and it's what I was talking about.

Tell him to come back and ask after he's come up with the exact measurement, you can't deal with roughly.

This makes sense, but on the first go, I'd just compile everything and put it together myself. Also, I don't remember the BOR being much of a stickler...

Relax, Cam.?ÿ There's only a small bit of sarcasm there.?ÿ?ÿ If you ignore it, what I said makes sense.?ÿ Those of us with different clients and deman...

So....after all this, the answer is: If you're just doing survey work with only a few engineers who'll put up with your crappy software and are willin...

So, the answer is.....because that's how I want it.?ÿ Really??ÿ You know, you're making my point, about the childish and demanding.

How good is that known point??ÿ Might that be the issue, worth a double check? While not good enough for boundary work, if this is topo or something r...

We did the same thing, years ago.?ÿ I was a fairly young party chief and believed it when they told me what the offset was.?ÿ Funny thing is we laid o...

I guess it preserves the integrity of your control file, that it's something you uploaded and contains the master unmolested coordinates, and those ne...