I see absolutely nothing wrong with that, as long as the LS knows what he's doing. I've traveled that far to do work. I understand there's some loca...

Randy Rain, post: 407387, member: 35 wrote: One caveat on the align command, it is a 3d command so make sure that osnap z is set to 1 or all of the pi...

In my experience, construction guys, pipeliners, interns, and newbies paint the shyte out of everything. On a construction site, go for it. In the m...

Use the Align command. Your first Source and Destination points are what you're holding. Your second Source and Destination are the direction. I us...

FL/GA PLS., post: 407046, member: 379 wrote: Ummm‰Û? What is xyHt ? I have always thought it was some sort of catalog for stuff rather than something ...

Mark Mayer, post: 406937, member: 424 wrote: If I have a client feeding me a steady stream of work I'm going to try to deliver in that clients preferr...

Bow Tie Surveyor, post: 406546, member: 6939 wrote: The breaklines are just used to help build the surface. Once the surface is built, why do you need...

Trundle, post: 406290, member: 12120 wrote: One of the key features of C3D is that a surveyor can draft an ALTA/topo and visualize that data (on the s...

C3D/Autodesk has done its best to put the scare into people, about the myth of incompatibility, along with the other fears that are mentioned above: ...

I'd go with a Leica TS06 with either a Survey Pro or Carlson SurveCE data collector.

"As far as mixing SPC with ground traverse, based on your location, it looks like you're at/around the coast, elevation 71' aside."I'm quoting myself ...

Huh, looks different from mine. I don't generally use Backsight reciprocals, if that's what you mean above. Mine H closure was slightly worse, but m...

Kevin, the software doesn't care when you did the BD/BR, just that you did it and it then has what it needs to properly reduce all the FD/FR's that co...

I ran it, but there are a couple issues that I see:Your lat/lon places both points in the ocean. Ignoring that, your closing angle generally needs to...

I'm as stubborn as most surveyors, but if I actually found something that worked better than my old Schonstedt, I'd use it for sure. I've tried all t...

Not sure of their procedure, but this sort of thing seems to only happen when crews don't pre-set their traverse, but create it "on-the-fly", while ru...

Merriam-Webster says that it can be bothDefinition of either : being the one and the other of two : each <flowers blooming on either side of the...

Yup. It's just a simple text file. I regularly combine and/or separate files all the time.

Frost pin, gad, bull-point, all the same thing. Whack it in a foot plus, bang it around, pull it out, then pound the hub in.

It's a pet-peeve of mine, people saying/writing, "either", when they mean, "each".