All great info and suggestions.?ÿ Thanks again for all you're help!?ÿ ?ÿ
If the description is considered ambiguous enough, I'd be happy to consider intent, or at least interpretation.?ÿ Which in 1968 was to take the descri...
I agree that just because a title jockey calls it the NW NW instead of lot 4, it doesn't make it so.?ÿ However, the question is if the 1968 plat, whic...
I second the HP35S.?ÿ You'll want to program it for the FS exam unless you're really strong at math.?ÿ The act of programming it will allow you to bec...
Re-establishing the corner position isn't the issue. As you say, the bluff is there and hasn't moved and I feel good with the calculated position. T...
Rankin_File, post: 392517, member: 101 wrote: CCareful... You're not just slapping math on the ground are you? No need for math when you have autocad...
Maybe they've changed the format since switching to computer based, but my FS exam was very heavy in math. Programming my calculator for the FS is th...
Round 2... double or nothing:If you want to convert NAVD88 elevations to MLLW, would you add or subtract?(NAVD88 = 1.50' MLLW)Round 3... for all the m...
I dont know how anyone can do one of these that cheap. I usually charge $700- $900 depending on the complexity. I do them solo all the time. Even u...
True, the lender can still require flood insurance as explained in the attachment.The good news is your client's rate will be reduced. Atta...
half bubble, post: 387469, member: 175 wrote: Worth it for the knowledge.Wish I had done the CFEDs course before my exams. It would have helped tremen...
Scribed "X" and a good description....
Bow Tie Surveyor, post: 385899, member: 6939 wrote: Grid distances (along with areas computed from them) do not reflect the reality that the public ex...
Why not RTK?
Since I don't survey pianos, I just rotate the pole between shots and call it good.
Bill93, post: 383280, member: 87 wrote: I would be surprised if NGS changes their philosophy of maintaining a datum linked to the North American Plate...