Michael Daniels, post: 426820, member: 11731 wrote: I am currently researching the role of the County Surveyor in Arkansas, but was also interested in...

KJac, post: 425256, member: 8328 wrote: By nail I mean a 10" galv spike or 18" rebar, not very likely to ever find it's way out of the ground unless s...

Fredh, post: 425033, member: 12570 wrote: Running standard closed traverse, anywhere along the line; double the foresight with tri-pod/brach/prism, mo...

A Harris, post: 424986, member: 81 wrote: Howdy Roby,Glad to hear a new angle on RTK. When Kris sees this he will want one for his Bobcat..........Rig...

wfwenzel, post: 424753, member: 7180 wrote: I'm working on troubleshooting a 1970s bunch of CSMs and Plats of Surveys from the 1970s.There are misclos...

You need more corners from that plat tied in.

When I first started calcing and drafting for my dad, hundreths consumed me. He used to tell me that I'd get past it. Now, if I run a line and there...

Don't mess with the girls in Iceland. They're beasts dude! 🙂 Congrats on retirement! Have a great time!

I remember reading Clark's on boundaries 20 years ago. Since Texas doesn't really have T&R things, and it went over it (in great detail), I remem...

Bow Tie Surveyor, post: 423903, member: 6939 wrote: Over the past couple of weeks, I have issued some proposals for various surveying services, only f...

pmoran, post: 424076, member: 8922 wrote: In a Hybrid survey his robotic instrument most likely will always be able to see it's backsight- for checks ...

That's great until your robot is on the other side and the robot can't see the prism, just the black background.

I can't speak as to what gear you're running, but my Trimble VX robot will allow me to manually sight anything, place that point number in the field, ...