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Last seen: September 19, 2026 8:39 pm
Chicago article
I was surprised how well it matches for a project spanning 4 km.?ÿ I did it in a spreadsheet. You need the scale factor and convergence angle for the ...
The example of UTM to Lambert SPC will likely be worse than local coordinates to SPC, which start out flattened at a local point instead of some dista...
Private property adjacent to federal lands? "We're from the government and here to help."?ÿ?ÿ It appears the BLM can do no wrong, however screwed up i...
But is there a difference between the court ordering someone to make a deed versus the court declaring title is transferred?
IANAL but that's my take on it, too.?ÿ The other party to the divorce?ÿ should be going back to court to enforce the decree.?ÿ I wonder if that person...
You and me both!?ÿ I haven't seen any improvements since XP in the user interface for my purposes, and some annoying degradations.
I've seen people working in much worse multipath conditions.
If they don't have a big data base for such things, which would surprise me, then it would be very?ÿ helpful to give them this information about the b...
You're right, of course.?ÿ I came back to this thread with the thought and didn't check it out properly.
But if that were the case, wouldn't they have set them on line instead of at various other bearings?
With distances like 0.50?ÿ 1.08?ÿ 0.46 0.45 1.21 etc., maybe trees at the calcualted corners?
So are those W.C., so close to the line intersection. previously existing monuments that this survey is calling off by trivial distances?
Witness corner and angle point