I would run my boundary to the centerline of the road or wherever the legal description goes to. On a plat, I would show the road, as that is the evi...
> > Have been using a little adapter called a Dazzle for a few years. It has a bunch of AV jacks on it and plugs into USB on the PC. Captures tr...
Houston Contract SpecsWhat if you took only one line of shots and coded (labeled) it 'curb-and-gutter'?
Nate> I got a heavy reprimand and made the moderator ... so mad, that he cut me out of any more posts ...for telling that joke. > I guess that j...
> this is the same company that was talked about a couple days ago> > they do not have offices in Texas > I see your one from a couple of ...
surprisingly enough, you can still add up the angles when your traverse crosses itself. You have to pay a lot more attention, though, to how you add ...
I don't think Mr. Stahl, is addressing whether or not that rod is the boundary rod (per se). I think the point is that you are looking at it from the...
> If I understand the original post correctly, the "76'+/-" is a dimension on a slightly curved or bent line meant to represent the approximate wid...
:good:
TPS, I think that significant figures are relatively lost today. You can come up with numbers on a machine that read way beyond the estimated precisi...
> The mathematical answer is 76'+/- would be 75.5 to 76.5. If the surveyor thought the measurement was off by 10 or more feet, then he would/shoul...
> nobody knows where this 3/4" rebar came from. one owner says it is a tie down for a floating dock. may be one used in the winter time. it is seve...
No offense, but simply not enough information.Where did the monument come from? Is it the original monument? Does it match the adjoiner's property l...
A legal description is "inadequate unless it can be laid out on the ground." (paraphrased and shortened, but a general idea from black's law and other...
> Yes, that may sound harsh, but until and unless the gubmint makes a law that people have to work for specific companies, employees are free to le...
Easy to point fingers Gentlemen..well...okay, you can call it "finger-pointing" as you wish. I certainly have made mistakes. But I thought the guy p...
Error of Closure> OK Larry> I did make up a traverse and mis-closed by 0.15'.... I actually just created 5 lines and then made sure that one li...
Jerry S.I know it to be true by experience. Why don't you merely try it? Take a closure from a traverse before you balance the angles and mess with ...
I understand what you are saying, and I get the idea that someone shouldn't put all their eggs in the basket of "We closed better than 1:100,000". Bu...
Not to belabor the points, but time how long it takes to set up and get a bs and fs set up vs how long it takes to turn at least two angles. You may ...
