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rover83
rover83
@rover83
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Joined: March 17, 2016 9:10 am
Last seen: September 30, 2026 11:39 am
Topics: 25 / Replies: 2317
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RE: Trimble Access, how to assign elevation to previous shots

If I do a vertical offset in Access (I assume it works the same for GPS and robot but if it doesn't then let's say I'm talking about GPS) does the off...

3 years ago
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RE: Am I a survey Tech, or a Surveyor?

Many of the problems we face require both technical and professional expertise. Part of being a licensed surveyor is knowing when to apply them and in...

3 years ago
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RE: New Hampshire License Free-For-All?

@jon-payne quality measured by Yelp star reviews??? In addition to the issues you pointed out with this, I would assume their are very very few Yelp r...

3 years ago
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RE: Construction Staking with Someone Else's bad control points

the surveyor that did the topo set new project control as well as tied existing monuments and control points throughout the project as they went. ...

3 years ago
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RE: How to Organize Survey Data

@mightymoe Now you have my brain wondering if i could somehow link the quickbooks to save data in a geodatabase as well. I imagine it’s possible anyth...

3 years ago
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RE: Trimble Access, how to assign elevation to previous shots

I setup instrument on point "A", enter height, do the setup, start topo shots with rod height, then at the end I forget to take a shot to my BM. I mov...

3 years ago
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RE: Where can I see station setup N/E/Z errors/residuals in TBC?

There's not a "station setup errors" report per se in TBC. Point derivations are what you are looking for. Right click on the point, it's about halfw...

3 years ago
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RE: Topcon MAGNET Field - Import Drawing File

In practice, does that mean importing it into QGIS, for example, and orienting it to two or more SPC points on the ground? There are multiple metho...

3 years ago
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RE: Topcon MAGNET Field - Import Drawing File

Is this a vector PDF document? Nope, that's definitely a raster PDF. Vector PDFs are defined by and created from linework i.e., CAD programs. Thi...

3 years ago
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RE: Auto levels and long distance readings, accurate?

The temperature gradient is what will get you. Curvature, balanced sights, sighting/reading errors, all of those things are systematic and may be acc...

3 years ago
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RE: International Feet

Datasheets are in USft still. Depends on the state. When I pull a DS for WA, I get sFt, but when I pull one for OR, I get iFt. I know there are a...

3 years ago
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RE: International Feet

It's gonna be fun, the NGS will continue to publish in USfeet,,,,,,,,soooooo guess what users will put into the black boxes. Unless something has ...

3 years ago
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RE: International Feet

Since I don't have access to the software that controls equipment such as total stations, recreation-grade GPS, or ESRI products, I don't know if they...

3 years ago
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RE: Topo survey deliverables for civil engineer doing site plan

I'm assuming you are the surveyor in question? To the last question: yes, the first three questions make sense. But as far as the first three questi...

3 years ago
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RE: NAD83(2011)

But based on your poor replies to my collection of autonomous positions, there is no need to go into my procedure. Thanks, I needed a laugh after a...

3 years ago
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RE: NAD83(2011)

I know you think these stations are awesome, but I do not. I have had this discussion before with OPUS and EVERYONE thinks OPUS provides very accurate...

3 years ago
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RE: NAD83(2011)

Yea, them NOAA sites, I dont use them. Checked a couple months ago when I was near one and was only 1.9 feet out. To be clear, are you saying that ...

3 years ago
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RE: NAD83(2011)

NGS and CORS Station are two differents things on two different ellipses. There may be other CORS from sources outside the NGS, but there is a sing...

3 years ago
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RE: NAD83(2011)

Both start from an autonomous postion. It is the same thing, just a longer observation time. 15 minutes of static is the same as 2 hours of static, ju...

3 years ago
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RE: NAD83(2011)

I am really confused by all of the varying discussions of reference ellipsoids. WGS84 is the reference ellipsoid for nearly every raw satellite’s rece...

3 years ago
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