> Land Surveyors are minority users of reference frames. If we aren't careful Engineers will bypass us and get the data they need the way they want...

Mr. Burkholder,I've visited your website several times. I can tell you know what you are talking about, but I've struggled to follow it entirely. The ...

I think what you are proposing is a fine solution for users to adopt for themselves, but I don't think an official NGS option like this would be a goo...

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> What about large western counties with large elevation differences? Consider Yellowstone County Montana for example. > > Depending on your ...

> From my viewpoint as an engineer, throwing (what amounts to be) 20+ reference systems at me would get tiresome and complex, especially when possi...

Sounds like a dream Randy. Plus you're a good guy and I'm sure you're a good boss to work for. If I was looking...

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I was thinking the same thing, Jim.

lol

The set order affects Set Collection. The backsight setting is for regular store points. These settings affect two separate routines. If you only want...

You need to set the vertical index in your total station. You can continue and survCE will average the pointings but you will likely find yourself ans...

Chord and Middle Ordinate

I'm going to guess about 2011?

Thanks Gavin. Very helpful. Struggling at 16.5 miles on Friday, I wasn't sure what "normal" is. This helps temper my expectations.

I made 26km yesterday - barely. I had to set the fix confidence to low and wait for several minutes. I wasn't counting on the result, just looking to ...

Jim nailed it. Two step approach if you're going to do it right.

> Until the functionality is added, you could draw polyline "markers" to two opposing corners of the image and perform the transformation on those ...