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Mark Mayer
Mark Mayer
@mark-mayer
Free
Joined: July 21, 2010 9:32 am
Last seen: August 7, 2026 8:07 am
Topics: 54 / Replies: 3317
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RE: Problems connecting Trimble 5700 with 3 rovers.

What model of rover? What radio and radio settings?

9 years ago
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RE: C3D labels

Mark Mayer, post: 436460, member: 424 wrote: Why are lines being changed so late in the game?

9 years ago
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RE: Is this really FRKN necessary?

When I do topo I paint my shots. I use white, and make a dot only about the size of a quarter at each shot. That's enough for me to see if I've got s...

9 years ago
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RE: C3D labels

JPH, post: 436522, member: 6636 wrote: why does it have to be changeable? You're saying that C3D can't make B-D so they don't change? Mark Mayer, pos...

9 years ago
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RE: C3D labels

Zoidberg, post: 436468, member: 8841 wrote: Did C3D do away with this option? Yes, it has, in a manner of speaking. But you can simply label between ...

9 years ago
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RE: C3D labels

C3d is "reactive" and labels aren't just text entities. You assign the label to a line, and if the line changes the label changes with it. Everything...

9 years ago
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RE: Washington State?

I am. Any idea what part of Washington? It's a big state! If this ALTA is in my area (Vancouver) I'd be interested.

9 years ago
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RE: Broken prism

A Harris, post: 436057, member: 81 wrote: Set it up on a tripod and tribrach and shoot it at all rotated angles for a self diagnosis. I expect you wi...

9 years ago
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RE: Do I have a chance to enter profession? (40+)

lightrange, post: 436144, member: 12864 wrote: None are close to me, and I'd have to relocate to study. Great Basin College offers a full bachelor pr...

9 years ago
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RE: Do I have a chance to enter profession? (40+)

lightrange, post: 435868, member: 12864 wrote: ....working in the office, sitting and staring at the screen, while under high pressure, deadlines, etc...

9 years ago
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RE: Prism Pole Recommendation

I have a carbon fiber rod with holes in the upper section for a pin to keep it from slipping down. The holes weaken the top section so that when I sli...

9 years ago
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RE: Should I pincushion it?

Are you saying that Surveyor A's monuments are called for in the deed, and are definitely identifiable, but Surveyors B & C computed alternate pos...

9 years ago
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RE: PROBLEMS WITH POSITION OF GPS POINTS.

A Harris, post: 435846, member: 81 wrote: ....stand alone results. i don't understand what you mean by "stand alone results". Do you mean autonomous ...

9 years ago
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RE: Starting out, how can I get work?

NCSpiralGuy, post: 434667, member: 12287 wrote: ....it may take me two weeks to finish a small job... This may be a problem. Your first calls are lik...

9 years ago
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RE: Section Corner Certs

thebionicman, post: 435453, member: 8136 wrote: I would be interested to know what City and State this is in. I believe that Bill93 hails from Cedar ...

9 years ago
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RE: Section Corner Certs

Bill93, post: 435389, member: 87 wrote: [USER=8091]@jab5[/USER] I talked to you today,.....What became of this project? According to jab5's profile p...

9 years ago
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RE: PROBLEMS WITH POSITION OF GPS POINTS.

Could be an ellipsoid issue. What projection are you using? Which ellipsoid is correct for that? The difference between GRS80 and the current ITRF ell...

9 years ago
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RE: PROBLEMS WITH POSITION OF GPS POINTS.

Eduardo_01, post: 435254, member: 12858 wrote: The problem occurs in the post process, I used locus processor 3 years ago, I currently use GNSS SOLUTI...

9 years ago
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RE: PROBLEMS WITH POSITION OF GPS POINTS.

Eduardo_01, post: 435245, member: 12858 wrote: Is there any datum that can project a separate line to me 2 meters of the real line or position accordi...

9 years ago
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