TG my state (Oregon) does not express accuracy standards in terms of closures. If it did I wouldn't worry about it. The thing is to perform your work ...

Thanks for the heads up. It's time I gave it another try!

These automation steps are not just about speed. Quality control is the primary thing, speed is a bonus. I'll think on your problem and be interested ...

How about simply using a BLOCK and editing it? Re-define the block and every instance updates.

A clause from a contract form I've used that deals with this sort of situation....

They also can be exported from C3d and from Carlson Survey. There are lots of options.

3 points also, but reflectorless.

<div>Here are your points in StarNet data format:</div> C 1 1530903.31 504906.469 !! 'FieldDog C 2 1530553.465 504906.139 !! ...

I know that I'm not helping by saying that I would use StarNet to do that. Create a control file of your SP coordinates, run it, and export a KML. Duc...

The NGS link given above is a starting point. That will give you what the NGS has. There may also be local resources - city, county, state (usually th...

Tested at relatively short range under good conditions ..... Try it again at the limits.

Surveying Solved Problems is the successor to 1001 Solved Surveying Fundamentals Problems which so many of us have relied on while studying for the te...

About a week ago there was a thread titled "How much does prism selection affect Accuracy?". Check for it, and the very good video that the OP of that...

" … he always had a way to liven up conversations …" So did Hitler.

In a non-recording state the surveyor's files, notes, and data may have some saleable value at the end of a long career. Less so in a recording state...

You are quite correct that the two surveyors should be brought together to resolve their differences. What you are missing is that facilitating this m...