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Norman_Oklahoma
Norman_Oklahoma
@norman-oklahoma
Member P&R, Founder
Joined: June 15, 2015 7:55 am
Last seen: October 13, 2026 9:50 pm
Topics: 200 / Replies: 8298
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RE: Detail Surveying and Creating GNSS Control

"Here’s one thing I’m curious about: what’s my expected relative accuracy when following this process? Should I just rely on the R8’s manufacturer spe...

2 years ago
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RE: US Survey Foot or International Foot

"Oh, brother! Don’t get me started on INDOT’s low distortion projections. Went from Indiana’s two zone SPC’s (East and West) to 40-something separate ...

2 years ago
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RE: US Survey Foot or International Foot

I use the Int'l Foot when working in NAD83 in Oregon. The "Oregon Coordinate System of 1983" is so defined in state law. The same law dictates using U...

2 years ago
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RE: Broken-back Curves

Personally, I use the term "broken back" specifically in cases where compound or reverse curves are non-tangential at their common point.

2 years ago
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RE: Broken-back Curves

On pg 4-22 of “Writing Legal Descriptions” Wattles states that a broken back curve is merely another term for a non-tangent curve.

2 years ago
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RE: Total Station Precision

"I’ve never studied it but I’d bet humans are far and away the biggest source of error on any given survey." People end up in court because of blunder...

2 years ago
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RE: Wanted Autodesk civil 2018 or Autocad LT

Curious. Why 2018, specifically?

2 years ago
Forum
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RE: Total Station Precision

If the boss is willing to pay the extra bucks and get the 1" model then I see no big reason to oppose the purchase. They operate the same as the 3" an...

2 years ago
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RE: Total Station Precision

IMO the sweet spot between precision and cost is the 3" model. They don't cost much more than the 5" model and you aren't going to get much extra out ...

2 years ago
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RE: Bridge Deformation Study

I agree with John. The bridge will move a lot more than that while my Labrador Retriever walks across it. Or when the sun shines on it. But for any m...

2 years ago
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RE: Total Station Precision

For setting property corners a 5" gun is more than sufficient. Also, remember that to come close to the guns performance you will need top quality tr...

2 years ago
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RE: This discussion post has been deleted.

I've been waiting for someone else to say it, but I guess I have to play the part of the "heavy". What kind of "professional" land surveyor doesn't ha...

2 years ago
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RE: This discussion post has been deleted.

Q-COGO looks interesting. And I second the excel suggestion. Nevertheless, both of these options will require some learning on your bosses part. I thi...

2 years ago
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RE: Shoes / Boots

I've never desired to do it, so I can't claim personal experience. Nevertheless, I'm sure that any cobbler could do it.

2 years ago
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RE: Shoes / Boots

Your desire to avoid speed lacing is very limiting. You could rather easily replace the speed lacing hooks with regular eyelets yourself if you can't ...

2 years ago
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RE: Grid vs Ground Coordinates

I agree with John that we may assume that any metadata we offer in our submissions will be jettisoned by the time final plans are generated. And whil...

2 years ago
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RE: Tips & Tricks for field technicians

"...None reduced but expect the office to do it...." I reduce level notes in a spreadsheet nowadays. But I'm never more than 5 miles from the office. ...

2 years ago
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RE: Tips & Tricks for field technicians

"... didn’t learn that about removing instrument while you stomp the legs in ..." I used to do that and still would, but the last 5 total stations I'v...

2 years ago
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RE: Tips & Tricks for field technicians

Check your backsight after having been set up for ±20 minutes. You will, most probably, find that it has drifted off. Reset the backsight at that time...

2 years ago
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RE: Tips & Tricks for field technicians

Check your backsight after having been set up for ±20 minutes. You will, most probably, find that it has drifted off. Reset the backsight at that time...

2 years ago
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