rlshound, post: 324722, member: 6800 wrote: Hello, I started a new job and have to address existing mistakes...here's one that I could use a hand with...
I had issues and had to go back down to 2.7 or 2.8. It works so I'm not messing with it.
Already done all of that. I'm on email with tech support and they are looking at the scripts now. I don't have ONE browser that will open it!!!!!
Sorry Charlie. If I did it, we are under contract and you will pay the fee. Now, if it's found that I made a mistake or something, then maybe. If i...
I guess we've reached the point where "it's me and not them". Does ANYONE have a clue as to why my browsers may not work?
thebionicman, post: 325100, member: 8136 wrote: I haven't much use for calibrations. I do not agree that you 'do not know your distortions. Every bran...
StLSurveyor, post: 325111, member: 7070 wrote: Kris, I tried your suggestions and I was able to change the classification of the topo point to control...
John Putnam, post: 324879, member: 1188 wrote: Kris, I agree that the distortions associated with a single point calibration can get out of hand very ...
foggyidea, post: 325019, member: 155 wrote: First of all copy and rename the file so that the original file will still exist. Then when you edit you ...
paden cash, post: 324766, member: 20 wrote: I just realized I'm the only one I know that drinks tap water. My smarty-pants-kids-with-the-MBA will be ...
Well, since they are static, it would be hard to not have them as independent.Under your survey setup thingy, there is a checkbox for "Weighted Mean o...
2054.8??????
I don't know. I have you blocked. 🙂
Ask yourself where do you want to be in five years. Then, make the decision.
Rankin_File, post: 324382, member: 101 wrote: I have a corner position I need to analyze- some re-established it based on Record Information from Exis...
paden cash, post: 324575, member: 20 wrote: Those guys will do anything to come in early on payday....The crew just called with some candy-ass excuse ...
foggyidea, post: 324605, member: 155 wrote: I am a little confused, either you are looking for existing corners, or you're staking the corners, it can...
First, why are you using a transit? Do you have a chain and a helper? At any rate, transit or total station, since you have the values for the deed ...
