> why yes, that is a 12' SECO carbon fiber rod with kickstand you are seeing there)Did you buy the kickstand/bipod new? I love mine, but when I la...

> The very first thing to do is to measure the distance between the deformations (transverse ribs) on the bar and determine its nominal diameter.Mo...

It's been about 10 days now, and this contractor is still knocking out monuments without engaging a surveyor to tie them out first. I happened to see...

> If I take the mount off, what will I find under it?I would expect to find a T1A. 🙂 I just removed the mount from a T2, but it was a standards ...

> The printed manual was out of date to the final software release. Might be good to hunt down the last pdf of manual. I probably have it somewhere...

> Leave a nice big magnet next to it too!Heck, with that big hole in the to of the stone, just drop a magnet in the hole.

> How do the “fence stones” fit present day fences, and (for whatever reason) might these fences ever have been accepted as boundaries? These ques...

> It purports to show the bars in use, though it would appear to be from a different era judging from the clothingIn fact, I wonder if these might ...

USC&GS Eimbeck Duplex Bar> Note that it dealt with the problem of thermal expansion of the bar by having two bars of different alloys with diff...

> However, enforcement is zero and compliance almost seems voluntary. Some agencies are good about it, while others are oblivious.I agree that comp...

> APLS is trying to address this issue, but it is an uphill battle. It always goes back to who does the checking after some paperized AZ RLS who p...

California requires public agencies to tie out and replace monuments that are endangered by road improvement projects. A licensed land surveyor is req...

I don't see how you can objectively test RPP standards.>Sure, you say you didn't drop the gun half way through this job; but how do we know for sur...