Paul in PA, post: 426253, member: 236 wrote: OPUS usually always gets it right. I had one two weeks ago that came back PA South and I thought OPUS was...

I have had luck setting offsets, locating those, then swing ties to the desired point. 3 tie points minimum.I would stake a building with hubs, two w...

In these cases, it is rare for an attorney to help amicably and expediently resolve the situation. They are often too busy advocating.Get a few beers...

rberry5886, post: 425462, member: 232 wrote: Receiving this message more than once....doing a fast static on one control point...what's up with this?F...

Listen.Ask the right question.Listen.Do not ask too many questions.Always take something home. A book. A manual. The company handbook. Their field...

Why can't we broadcast our own GPS signals from a bunch of units in line of sight and in the wide open? Sent from my SM-G930V using Tapatalk

andrewm, post: 425131, member: 10888 wrote: Let's say the homeowner emptied his fiberglass pool prior to the flood. At the time the water table was lo...

Nate The Surveyor, post: 425045, member: 291 wrote: Research and development cost a lot of money. I bet a modern GPS system doesn't cost more than the...

thebionicman, post: 424895, member: 8136 wrote: We build precise networks for monitoring. Everything is overkill piled on overkill with the mistakes b...

My brother asked me something similar a year ago. It was more along the line of obtaining better elevations probably thought of from the Big Bang epi...

3 units are better than 2.All with some static memory I hope.120km will require some time for an accurate position. I would run OPUS in 2005-2008 wit...

Joe the Surveyor, post: 423542, member: 118 wrote: My contracts say the complete opposite. Every proposal includes an Attachment that covers a whole ...

Tommy Young, post: 424704, member: 703 wrote: Someone needs their license revoked. I have seen worse registered plans and unregistered plans.I still ...

Kris Morgan, post: 424791, member: 29 wrote: I don't think math has changed much in 50 years. How you'd calculate them with a $3 calculator now is ho...

Larry Best, post: 424580, member: 763 wrote: I have no interest in arguing with experts on geodesy, a topic that I obviously have very little knowledg...

roger_LS, post: 424494, member: 11550 wrote: Next they'll want a certificate for the pool itself, that could be horrible if it were to get wet. An em...

Bob Freeman, post: 424549, member: 460 wrote: Kent is, or was, pretty much spot on. In the past the Land Court would hold that "the plan is a monument...

astrodanco, post: 424540, member: 7558 wrote: Look on the bright side, ALL those other markers must be incredibly spot on! The other monument shown i...

In the rw5 take the BP and change it to GPS. Apply a rod height here or in your CRD after you Process GPS.

Joe the Surveyor, post: 423543, member: 118 wrote: Say you are completing a flood certificate. The FIRM depicts the zone line between AE12 and VE 14 ...