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field-dog
field-dog
@field-dog
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Joined: October 11, 2014 9:50 am
Last seen: June 4, 2026 7:11 am
Topics: 261 / Replies: 1282
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RE: Best Way to Read a Level Rod

The Standards and Specifications for Geodetic Control Networks (1984) have been appended (?) with FGCS Specifications and Procedures to Incorporate El...

3 years ago
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RE: Best Way to Read a Level Rod

@ Norman_Oklahoma I wasn’t aware that a digital level, or any level for that matter, has a least count. Please explain. If you reading to the thousand...

3 years ago
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RE: Best Way to Read a Level Rod

@ john-putnam You are saying the Topcon DL-502 does not have a mode to return the median of a set number of readings each time you take a measurement?...

3 years ago
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RE: Best Way to Read a Level Rod

@ Norman_Oklahoma If you are getting a lot of variation between successive readings it may mean that you are attempting sightings that are a bit long ...

3 years ago
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RE: Best Way to Read a Level Rod

@ kjypls You can verify the level rod bubble for plumb by sighting the edges with a total station in two directions. I occasionally check our level ro...

3 years ago
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RE: Best Way to Read a Level Rod

@ jimcox When reading by eye, when in doubt I go for the lowest value – your option 1 I agree, but in my case the level is doing the reading for me. I...

3 years ago
Topic
Replies: 11
Views: 2481
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RE: SurPad 4.2 Elevation Error

My friend discovered he was using the wrong geoid file. Problem solved.

3 years ago
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RE: Microsurgery FieldGenious

The Internet has what you're looking for.

3 years ago
Topic
Replies: 3
Views: 901
Topic
Replies: 1
Views: 636
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RE: Topcon MAGNET Field Manual Mode

@ jmac306 My post was poorly written. When I exited manual mode, my GNSS and optical instrument settings had been changed to the default settings. I d...

3 years ago
Topic
Replies: 2
Views: 708
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RE: Plat Distance

@ peter-lothian Thanks for posting the plat. I'm still working on this plat in its entirety. I hope to post a summary of plat errors by the end of thi...

3 years ago
Topic
3 years ago
Replies: 6
Views: 547
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RE: Origin of section corner symbols

Please excuse my response to this post. I was off-base because I didn't fully comprehend the question. Symbology is a relevant part of our profession....

3 years ago
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RE: Best Fit As-Staked Data

I've never heard of such a thing. Doesn't anyone check their staked points from another setup anymore? I once checked the positions of building corner...

3 years ago
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RE: Adjustment of Topo Elevations by Changing HI of Total Station

No need to apologize. My way of explaining things isn't always the best. This reminds me of my first time trying to figure out a data collector. The c...

3 years ago
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