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Norman_Oklahoma
Norman_Oklahoma
@norman-oklahoma
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Joined: June 15, 2015 7:55 am
Last seen: June 8, 2026 7:04 am
Topics: 192 / Replies: 8118
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RE: Contractor Setting Pins

Property owners commonly stake the corners they perceive as theirs. Granted, they don't often use capped iron rods to do it - they usually use fence p...

2 years ago
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RE: C3D 2024

That was certainly true at one time. IMO they have broken that cycle over the last several releases.

2 years ago
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RE: Last of the surveying books

If you need a copy of that book try Alibris.com. They have a number of copies available. I've ordered stuff from them before and the experience was go...

2 years ago
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RE: Is working as a certified surveyor worth it in usa?

You don't need any sort of survey certification to work for a surveyor in the US and make a good living at it - if you have useful skills. And you co...

2 years ago
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RE: C3D 2024

I used C3d 2024 until last week. It is perfectly stable. I loaded 2025 last Monday and it seems to be fine also. It is seemlessly working with the dra...

2 years ago
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RE: RH17 range problems

Years ago I had the radio go out on a Trimble 5603. The problem was that the antenna was compromised (ie/broken), which caused the radio to overheat a...

2 years ago
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RE: Floor Plans

My first exposure to Condo plans was in British Columbia, in metric. Even though the building plans were still in feet and inches. So that says someth...

2 years ago
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RE: Contractor Setting Pins

The inspector should be looking at the stamped and signed survey map in addition to the monuments. Also, in each of the states I'm licensed in, the ...

2 years ago
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RE: Spiral Curves Blah

"...they totally ignore the elements of the spiral and just do the long chord. "Not ignoring. The bearing of the connecting tangents, the length, and ...

2 years ago
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RE: Spiral Curves Blah

A spiral is a curve of constantly varying radius. Here is how the Oregon DOT describes spirals - this example is from their Right of Way Engineering M...

2 years ago
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RE: Lisps for civil 3d from carlson

I use the best fit line routine - err .... routinely. But I had never thought of using it that way. Very clever.

2 years ago
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RE: Life Use reservation

I read it as a life estate as well. Persons A & B do not necessarily have to release their rights for a sale to occur. The buyer could simply con...

2 years ago
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RE: Utility Easement

Not to be beating a dead horse, but this summary of an eminent domain proceeding has come across my desk this morning. And this was for a simple corne...

2 years ago
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RE: Resection in SurvCE 6.17 problem

People are asking about this negative coordinates business because it is very unusual, and we are all wondering if it has something to do with the eff...

2 years ago
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RE: Traverse Angle Adjustment

For the record, 6 seconds misclosure on a 6 legged traverse is infinitesimally tiny. Even with a 1 second gun, as the 1 second rating is for a pointin...

2 years ago
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RE: Traverse Angle Adjustment

There is no one right way to do it. The way you initially suggest is the common way. But you could arbitrarily decide to throw it all in one angle - p...

2 years ago
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RE: How do you combined data types (TS/GPS/Level)?

Helmert's Transformation. A least squares best fitting.

2 years ago
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RE: How do you combined data types (TS/GPS/Level)?

"What kind of scale factors are you all dealing with in Oregon?" 0.99999 (five nines) or better, generally. Scaling distortions on the order of 0.01 f...

2 years ago
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RE: How do you combined data types (TS/GPS/Level)?

I use Star*Net to combine GPS and Terrestrial data, routinely. Have done so for nearly 30 years. I have also done it in Liscad (Lieca) a few times and...

2 years ago
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