Last seen: June 11, 2026 8:52 pm
In Access, you can do a setup backsight to anything you want and can see. You get asked for an observed point name. The point does not have to ex...
That was my immediate response too.
@olemanriver Your local dealer should be able to help you with TBC/Coordinate System Manager. Or drop me a line with the details. I dont work on TBC p...
@emt16 The ability to copy a station setup from one job to another was introduced in Access 2018.20.Unfortunately this version of Access does not run ...
No you are quite right to be concerned - this is mixed up right from the start Until you can get purpose, benefit and budget this project is doomed ...
Check your units 6000 survey feet = 6000.012 international feet
And frisbees (only after their retirement of course)
According to Trimble... Trimble R10 FirmwareThe latest Trimble Survey GNSS firmware version can now be installed or downloaded from Trimble Inst...
@peter-lothian If it is voluntary, what's the benefit?Usually it is given as being increased certainty in title and thus a reduction in dealing costs....
Yes, cellular corrections are or can lag very slightly. It is usually minimal and has minimal effect. A local radio base will generally be a little...
Here in New Zealand a nail in seal would only be classed as temporary. We also masonry anchors drilled into concrete - usually in kerbs. But our e...
@BStrand The performance of the R980 and R12i are pretty much identical. Both are tilt enabled. Depending on your country the radio is a bit more ...
@jim-frame I can confirm that @ozzy84 's link is good for both QGis and Trimble Access.
FXL files are actually XML - should be possible to write an XSL style sheet to convert them automatically. But if you only have one or two to do it...
Speaking of surveying kerbs Did you know you can use horizontal and vertical offset control codes in Access to generate the whole structure from one...
Or use cogo to define your two new points and stake them directly
Firstly I would ask the drainage contractor what they want.. The following works well for me and provides some measure of redundancy to avoid revisi...
Why the total station? A tape measure is probably a more appropriate tool