Certain places in the southern part of Central Florida, a deep cutout is the only point you can somewhat rely on. Offsets sure, but you still have to ...
Roby_, post: 425277, member: 12678 wrote: Brian -- 100% Agreed. You're right that absolutely NO EMPIRICAL TEST was given in the article. I'm working o...
Roby_, post: 424962, member: 12678 wrote: Guys,I'm from the Robotics community and we are just beginning to widely use technology that you guys in the...
Although I can't find it now, I have seen a "how to" that referenced the bottom of the electric meter for flood certs. If there is no other eq. availa...
There is no such thing as .01 or .03 out, I don't care what anybody says. If folks get that close, it is perfect. Also, if you can publish that you di...
Revisited the site today to answer a couple questions and stake the property line and the house was being formed and checked during staking. All check...
squowse, post: 423408, member: 7109 wrote: I would be looking to put these building corners on offsets until the foundation was poured at least. Maybe...
I feel the same way. As long as you let whoever needs to know what is going on, and you have the stored points you or your guys should be in the clear...
Not so much about corners themselves but recent traverse points have been my pain recently. First, I left a hub and tack in the ground with ribbon, (r...
So it seems that having a copy of the title to the property does not necessarily answer all the questions. I had a hunch that maybe the fences and dit...
In Palm Beach County, an encroachment of that size would likely cause a lawsuit of who should pay for cutting that side of the house off. But around h...
Good info to know and appreciate the honest answers.
Now when your client asks you why your coords differ from the other guy, you can give them the latest and greatest acronym and that'll splain it!
thebionicman, post: 409116, member: 8136 wrote: I took the NCEES exams about 15 years ago. I passed FS with an 87, PS with an 89 and State Specific wi...