Reading RPLS is free for the whole profession. Members post, reply, and get the members-only rooms.
Last seen: October 6, 2026 4:14 pm
I missed the part where they are claiming that precision with a single epoch. I didn't see where the number of epochs where mentioned. I'm speculating...
You can adjust all of your prism constants by 2.03mm but it won't change any reflectorless shots, assuming you're seeing the difference there also.
I couldn't find mention of any power source/battery other than those used for normal operation in this manual. Perhaps you'll find something I didn't....
So tell me Norman, how should the files of data collection be accounted for when you have three people working on the same project on the same day. Yo...
I find the idea that field data should be anonymized absurd. You should be able to identify the field data by date and who collected it. Anonymizing i...
Regardless of what is being built no one should certify a surface accuracy to 0.05' that includes soil as part of the surface.
The application of rules is just a lazy way of avoiding using judgement. I would rather forgo all rules in favor of judgment than forgo all judgement ...
Agreed, that is describing two alternatives, not two descriptions for one requirement.
It sold for 8k. I'd be wiling to make a trip to Portland to dust those off.
How do you know what his "original findings" were? The survey is not complete until the pins are set and the survey signed. I suspect your interpretat...
Unless he is depicting the south line of lot 6 and the quarter-quarter section line on the same survey with different bearings, the fact they have dif...
You have no way of knowing these points are 4' south of calculated points because you have no control. You need to work on a coordinate system that r...
Assume your own control, locate the 2 boundary corners, then translate and rotate all of your projected plat corners to your control. Translating and ...
I don't see why the regulations are thought to be onerous. Granted when doing the topography for an in house "client" all of that information may not...
I read those two options as requiring the same type of experience, only the time frames differ.
Line 9 which is the above data can't be an angle of 18 degrees if the graphic in cad is correct. It looks like you have entered bad data for that angl...
If they are doing street improvements that are wholly within the right of way, why go the extra expense of boundary work? Something along the line of ...
We receive many of our clients payments through ACH. Giving out your ACH information is not anymore risk than writing a check. Every check you write h...
I'm not familiar with Florida but I would be very surprised if the requirement didn't apply to both Section and Quarter Section corners.