Most likely someone swapped in the OPUS-RS filter for the OPUS-S submission chain without thinking of the consequences.BTW, why strip out P1? Leaving ...
LA Stevens, post: 430032, member: 2391 wrote: Bloxham v. Saldinger case attached.Interesting, but without the surveys submitted for evidence, nothing ...
ashton, post: 429981, member: 422 wrote: Paul in PA, my deed contains a 3?ø bend, and says I own to north edge of road. Neighbor to south deed says th...
I would never see that because I leave my cutoff angle at 10?ø and at your location you would only see 6 with that cutoff. I guess in Wyoming you can ...
Generally "Road Returns" begin with the names of the three surveyors who met at such and such tavern before beginning their task. That is a first clue...
I have not done any OPUS this week. I checked the CORS ftp site and the folders seem to be filling in normally with data. Do they still have a West Co...
Techs do not verify revisions. Surveyors and/or engineers do. Never, ever saw the tech in the revision box, in the drafting box yes.Who even makes a r...
On a large project, I resize points for the task at hand, sometimes only points on certain layers. If I need more recon in a certain area I may plot a...
First wrong assumption, StarNet is not to be used to fix blunders.Paul in PA
"except the north 30 feet for road..." does no exclude the 30' from the title, only that it is reserved for road purposes.You may set he corners at th...
Congratulations. And I hope you have enough of those survey nightmares that was underbid but your doing it anyway. Your pulling more deeds than any ot...
"You can't see it from here."Despite the phrase a distant object may be the strongest and possibly the only extant call.Paul in PA
The compass rule was developed to be solved by manual calculations. It was at the times considered a least squares solution.A simple modified compass ...
I say it depends on the Section involved. The underlying predicate of the PLSS is to keep lines and shapes as regular/rectangular as possible. The Wes...
At the risk of sounding crude you are starting surveying without having the rudiments of a surveying education.What you have is a problem in understan...
Kent McMillan, post: 427605, member: 3 wrote: Well, the OPUS-derived position has a standard error less than 0.01 ft. in N and E components, less than...
Kent McMillan, post: 427546, member: 3 wrote: While I agree that the numerical uncertainty estimates such as the standard errors in N, E, and Up compo...
I would be less concerned about the garbage cans than the row of mailboxes I see to the right. Typically mailboxes are within the ROW or within an eas...
Try here for help;Make sure you have the latest teqc and TPS software.Paul in PA