Tom Adams, post: 348459, member: 7285 wrote: The second surveyor should have been calling up the first in my opinion, but I know a lot of surveyors d...

Seems to me you would have to find out where the parent tracts were and who has senor rights. However it seems pretty clear as well that unwritten r...

Scott Haggai, post: 348389, member: 9487 wrote: Unfortunately I did not pass the National. 3rd attempt. Did raise my score though. So I guess thats pr...

eapls2708, post: 348289, member: 589 wrote: wider than the record 200' and adjusts the width of the 100' and sets the original corners accordingly, t...

eapls2708, post: 348292, member: 589 wrote: Good, that's one set of points that you don't have to wonder if they are the original locations (unless ei...

Norman Oklahoma, post: 348280, member: 9981 wrote: Search functions on both the Leica and the Trimble are very good. The company I'm with now has the ...

eapls2708, post: 348277, member: 589 wrote: You say that the "original" monuments you found were "originally stone monuments". Are they still the sto...

eapls2708, post: 348269, member: 589 wrote: These are questions I would have had several years ago. First consider "Who is the original surveyor?" Som...

Norman Oklahoma, post: 348268, member: 9981 wrote: Didn't have the active pole. It's been discussed here before, and most seem to think that it takes ...

Norman Oklahoma, post: 348257, member: 9981 wrote: I've had the opportunity to use both Trimble and Leica gear in the past few years. I really like th...

Dave Karoly, post: 348231, member: 94 wrote: It says "to a monument". You hold the monuments in place. Thanks Dave. Yes I agree hold the monuments...

Norman Oklahoma, post: 348235, member: 9981 wrote: Monument is called for in the deed. If it is undisturbed, you hold it. Oh yes no doubt hold both m...

Yes weaver has an angle in it as per the deed. Then from said angle goes to the monument. So hold weaver lines as per deed until the angle and then...

Tom Adams, post: 348195, member: 7285 wrote: I apologize for misreading your post. That 0.4' X 0.1' from the platted corner to the monument is not a ...

Tom Adams, post: 348195, member: 7285 wrote: I apologize for misreading your post. That 0.4' X 0.1' from the platted corner to the monument is not a ...

Tom Adams, post: 348188, member: 7285 wrote: Interesting post. What if that original pin set by the original surveyor has been moved by a opinionated...

ease, post: 348164, member: 1584 wrote: This state wait is killllling me... should be any day now. I hope.... but at least right now I still have som...

foggyidea, post: 348120, member: 155 wrote: Way back when I first started (let me shake the cobwebs from my mind) it was the custom/habit/local practi...

Jim Frame, post: 348092, member: 10 wrote: It all depends on the situation. In San Francisco's financial district, it's not uncommon to see boundary ...

A Harris, post: 348100, member: 81 wrote: 0.04 ft is not an amount to be concerned about when it is a number that lies within the best possible parame...