I had a guy come out with a change in the water line, and when we got the new CAD file from him he had also decided to move a building five feet witho...
LeviYou are right about not having a choice to calibrate. Our company pays for a subscription to a network, and I would not know how to go about chang...
I'm not sure about the curb guys where you are from, but the day laborers here get out a concrete coated 4' level and come off of my stakes to set the...
You might try talking to Pete at optical engineering. They are out of Marietta . He's been selling topcon for years, and might know which numbers mean...
Thanks. We don't do many route surveys, so holding one benchmark near the elevation center of the site will work for us. I thought I had an idea of wh...
Thanks for the advice. I'll try my own wholesale vertical translation next time. That takes any guesswork out of it.
I'm running surv ce and I think it replaces the geoid 12 a file I'm running, and creates a sort of inclined plane geoid model within the .loc file.
Like I said, I found a tenth, put it in the truck, and got my total station out.
I've had nothing but success with it. I check in before, during and after staking. It's the wrong tool in the wrong operators hands.
Haha. It wasn't that big of a deal except that conditions on that site were ideal, and I had planned on staking the curbing with my rover. A tenth isn...