I don't know of any either, but if the prospective client hasn't paid the last surveyor, what makes you think said client will pay you?
If that's a 'tree' then truly everything ISN'T bigger in Texas. 😉
Don't let Kent fool ya....he's never even seen a tree. He lives in Texas.
You can come work for me.
Last Chance to Participate!Western Union?
Is it 0.06' in 50 feet as well as 0.06' off in 500'?
Um....Bullpen didn't look so great last night...just sayin' 😛 😀
That is very cool Kent. It's interesting to me, that while what I search for in terms of boundary evidence here in New England is different, our overa...
Yes the joys of surveying in an area under the elevation of 100'.:-D
There are several ways to import the survey data.1)Pull in a straight .txt PNEZD type file. or 2)Pull in points into a survey data base.
Interesting thread.Diffrent' soil types for Diff'rent states I guess.Driving a 6' 8" rebar around here might take ours...and you still might up with 4...
What about vertically? For construction purposes, since most roads around here have some sort of crown in them, then the centerline would be the top ...
Don't do this...Christmas Story
questionHow does one not use the "proper section corner"?Being from the great State of Connecticut, you lost me there.
New clients 50%Long term clients, maybe nothing.
Not a big deal for me...of course my last name is Codespoti...butchered everywhere but Italy.
Do you know of any court cases where a surveyor was sued over not meeting the relative positional precision standards?
Soooo...glad I'm not the only one that faces these situations. :-@ :pinch:
