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MightyMoe
MightyMoe
@mightymoe
Member P&R, Founder
Joined: September 22, 2010 9:13 am
Last seen: October 14, 2026 4:33 pm
Topics: 1006 / Replies: 9714
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RE: Drones?

So, the drone survey was completed, got some nice pictures. Comparing the drone survey surface to the 4-wheeler survey brought up some discrepancies. ...

3 years ago
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RE: I fixed some of my Trimble s5 robot complaints...

This is an odd set of threads. I don't have an S5, but I have had a 5600 and do have an S6. I was glad to switch out to the S6 not because that the ol...

3 years ago
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RE: To the bottom!

That sounds like a good plan to me!!🙂

3 years ago
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RE: OPUS Slow

Do you mean 2 to 3mm? That's the type of "error" I might see between RTX and OPUS. I don't ever look at coordinates however, I only look at lat, long....

3 years ago
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RE: OPUS Slow

I say RTX

3 years ago
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RE: To the bottom!

I think the public bidding process is the best indicator of prices. I haven't bid one in three years and probably will never try for any again; but wa...

3 years ago
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RE: Bogus Deed Calls

I'm looking at one now. The question is usually answered in the chain of title. There will probably an attempt to file a correction. The county is on ...

3 years ago
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RE: Street line

I'll start: 430' Or 423.56'

3 years ago
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RE: You didn't accept what now?

I'm gonna go out on a limb and guess that the rejector didn't set a monument. And if you go out and do some really tight GPS measurements his survey i...

3 years ago
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RE: point numbering schemes

I don't rotate points. With the exception of bringing them into a different job using their lat, long, height value from one projection to another. If...

3 years ago
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RE: point numbering schemes

1-200 Control, 200-500 Calculations, 500-800 RWM, 800-1000 Property monuments. 1000+ topography This is DOT numbering system that all the engineers l...

3 years ago
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RE: Traverse adjustment by point/coordinates

The only way I can think of to do a "Compass Rule" adjustment without raw data is to do a count adjustment. Simply adjust the coordinate miss by the n...

3 years ago
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RE: Notary question

I know lawyers who are notaries, PE's that are notaries, I don't know any surveyors that are notaries, but there is no rule against it. You will have ...

3 years ago
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RE: Notary question

Yes, you can.

3 years ago
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RE: Mineral rights in Montana

I can't tell you if it's worth much, I will advise you to get a mineral appraisal. You will need it to establish a baseline for inheritance tax purpos...

3 years ago
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RE: You didn't accept what now?

A BLM dependent resurvey? The BLM must have done an accurate survey on that one. At .17' you're putting a cap up alongside the brass cap. How stupid ...

3 years ago
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RE: You didn't accept what now?

The interesting thing I see is that the survey was in the 80's and they found a BLM 1/4 corner cap within .17'. That's like finding a unicorn!!!!!

3 years ago
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RE: ALTAs & RTK

Yeah, the LS report doesn't concern me,,,,,,,,,Taxes, whole nuther ballgame. Calls from a Title officer are often very welcome, calls from the IRS, th...

3 years ago
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RE: Drones?

Apparently this site is on a flight path. You can only fly 100' so it's taking lots of time.

3 years ago
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RE: ALTAs & RTK

Nothing about least squares in that article. As it should be. Adjustment reports would be about #50 on the list of important items for an ALTA. It's...

3 years ago
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