Reading RPLS is free for the whole profession. Members post, reply, and get the members-only rooms.
Last seen: June 25, 2026 3:30 pm
My policy is to use terminology such as "APPARENT typo in title... Because I have been the fly on the wall, when somebody DELIBERATELY sent such a thi...
Thank you. I still have 2 of them.
I guess I should add that you CAN modify survey points, in a way... they can be translated. To move them from an autonomous position, to a corrected S...
Well, there are folks around here, doing just that, and have always done it like that, and to them this is NORMAL. Call it what you like... not gonna ...
I have worked with limited platforms... computers that only held 250 coords, and the like. So, I have this to say. More of a "Throw it in the discussi...
More concisely:2 jobs, 5 miles apart, separate files, separate base stations, one point setup, geodetic north at both bases, are not on the same basis...
One point setup CAN be quite useful.Even on geodetic bearings, and ground scale.You just have to KNOW what it is... And if you do it again, a mile or ...
I'm saying that IF you do a "one point", based on autonomous, (geodetic at the base) and then MOVE your base, and BOTH bases are set up with one poin...
It's all in the setup or configuration. It sounds like your sequence above is correct. When I first started, I had a GPS network, to TEST my activitie...