ADA> EXCUSE ME?It's hard for other surveyors to understand...no review...just file them, especially when they have to follow rules set up by bureau...
Dave,I staked the track at Midwest WY many many years ago. From what I can recollect we made some measurements and established the radius points on e...
Paden,You hit the nail on the head. Children are not being taught to stand up for themselves. I think there has be a blitz-krieg from the politicall...
As usual, Daryl makes the Dos XX man (most interesting man in the world) look boring.Daryl thanks for the adventures and you keep me adding to my buck...
Working in states where "anybody" can write and record a deed, I've seen it both ways, sideways and backwards. With the intent, if discernible by evi...
4 minutes...this board is sumthin else.Pablo B-)
Check out the Bicycle Museum in the BasementThanks to you all. I thought I posted this a few days ago and it never popped up as even a topic on my sc...
"turn angle down line" $50. Set up backsight $100. Find line $200. turn angle up line $50... Anything else? $1500 retainer required. What part of ...
Unless you are going to put a "substantially" improved monument, I would rehab (reset) the monument you found. I would have no problem with adding "2...
Mighty,You're kinda makin me feel bad about gettin ya in that situation. I need to teach ya more on how to lie, cheat and leavin the scene of the cri...
A poem ......JDI learned to carry a .22 cal pistol for bears. That way you can shoot the helper in the kneecap and run!! In the winter I go into hib...
MWidth of an easementWho cares? It only makes a difference to the surveyor...I've done them both ways and sideways. As long as I don't have to sign ...
After all said and done with the rehab...did you dimple it:-S Pablo B-)
It's not the PINE "1963" that I'm aware of. You could get lost gittin there on the one I'm thinkin of. Got a big cat just north of there 3 years ago...
Leonard,That was a tongue in cheek joke...unless Mighty has forgot a few things I've tried to teach him over the years. :excruciating: Pablo B-)
Jim,You are completely correct. I've appeared many times as an expert and field notes are long gone. Today it's digital and the records you keep dig...
The good part was taking off a USC&G 1st order point and tieing in a USGS electronic traverse point i.e. Leave-ET and being 13 feet off in closure...
Boy does that bring back some memories....T2, electrotape, telerometers, crazy Nam helicopter pilots...it just doesn't get better than that! Reducing ...
