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rover83
rover83
@rover83
Free
Joined: March 17, 2016 9:10 am
Last seen: September 30, 2026 11:39 am
Topics: 25 / Replies: 2317
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RE: GPS Antenna Mask Angle

A zero degree mask angle means there's an increased risk of both multipath and increased ionospheric delay/distortion - the lower the SV is on the hor...

3 years ago
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RE: As-built surveys

We get paid for the work but what is really going on is that they are forcing the developers to build their GIS for them. That GIS is going to get ...

3 years ago
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RE: Disclaimers

@bruce-small Are we talking specifically about Arizona?From what I remember, AZ, like many other states, has standards for the size and materials of t...

3 years ago
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RE: Disclaimers

That’s not acceptable as a property monument In what jurisdiction?

3 years ago
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RE: Latitude and Longitude

As a general rule, 0.0001 seconds ~ 0.01 feet of difference, at least around here. I tend to follow the lead of the NGS and run things out to five de...

3 years ago
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RE: TBC vs OPUS question

Trimble's RTX is another option as mentioned. I have in the past used CORS in lieu of my base data to solve vectors in a pinch and it actually works r...

3 years ago
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RE: GNSS and Latency

Opinions as to a solution for correcting my latency problem, please. As others have pointed out, it's not always something that you can control....

3 years ago
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RE: GIS again-Stop looking at it

Woman called today thinking she needs a survey to know precisely where her boundaries are located because the windstorm a couple of weeks back toppled...

3 years ago
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RE: Using color on survey plats?

It does make certain items stand out, but the problem I see is: what if the plat is printed in black and white? The colored items are not highlighted ...

3 years ago
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RE: GIS again-Stop looking at it

Now we have surveyors reporting to the nearest 0.01 foot and 1.0 arc-seconds. We all know that to be false, but, it sure makes us look good.I wouldn'...

3 years ago
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RE: GIS again-Stop looking at it

So you identified the problem, maybe consider being part of the solution? Slapping state plane coordinates on a couple of boundary corners resolves t...

3 years ago
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RE: Corpscon6 - geoid 18 files

(1) How do you get a combined scale factor from NCAT? It gives me an "N/A" return.If you're getting an N/A, you are probably only inputting the latitu...

3 years ago
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RE: Corpscon6 - geoid 18 files

I haven't needed to use Corpscon in quite a while, and so haven't really taken the time to look into NCAT. Can it be run locally, or is it only a web...

3 years ago
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RE: Corpscon6 - geoid 18 files

We have a few guys in the office that are still using Corpscon6 rather than NCAT I liked CORPSCON, but it was last updated nearly a decade ago, and...

3 years ago
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RE: Editing geoid file for machine control

You're looking for the Geoid Sub-Grid command in TBC:

3 years ago
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RE: Hurry up and Wait

If they're requesting a quick turn-around, I set the proposal's expiration accordingly. I've gone as low as three days in an extreme case. That's ...

3 years ago
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RE: Trust but verify

Usually in these scenarios I would have a modicum of sympathy for the buyer, but I'm not too sympathetic toward corporations buying up residential pro...

3 years ago
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RE: Monument ID

If it can be proven to be original, it doesn't matter how far "out" it is... Aside from that, I'm with Norm. Not enough info.

3 years ago
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RE: How to correct points after the fact?

If a known point or benchmark is several miles away, what is the typical procedure for setting a new BM for use close by without CORS or NTRIP? Seems...

3 years ago
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