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tfdoubleyou
@tfdoubleyou
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Joined: August 29, 2016 9:41 pm
Topics: 26 / Replies: 106
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RE: How best to deal with 'on-line' monuments

Thanks for the response, I'm hoping to confirm my understanding of your point. Say you are retracing parcel A, a square tract 400' to a side running ...

2 years ago
Topic
Replies: 99
Views: 12
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RE: Field Procedures for Setting Boundary Monumentation by GNSS

@rover83 and @oldpacer Thank you for the input. I agree that RTS is preferred, but in rural areas with no tree cover, I feel comfortable with the tol...

2 years ago
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RE: GNSS / TS boundary survey

At risk of asking a stupid question, by what procedure are you computing '95% confidence level' when doing a complete survey by GNSS VRS? Genuinely as...

2 years ago
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RE: Hammer drill run time

Hijacking the thread here for a tangetial question: What's the general etiquette for digging into pavement in an active ROW? What sort of restoration...

2 years ago
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RE: "Oh, I had no idea it would cost that much"

What I tell people is that despite the cost, almost no one regrets getting a survey. Some people may get news they don't like, but more information is...

2 years ago
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RE: Practicing without a License

I reached out and spoke with him. He was eager to talk. I explained what I had come across, and I was just making a friendly call and acting in no oth...

3 years ago
Topic
Replies: 48
Views: 8
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RE: Uncertainty Due to Condition of Existing Monuments

Asking me to quantify how much positional error is in a disturbed monument is like seeing a bird poop in my beer and then asking, well how much poop w...

3 years ago
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RE: What to call it?

Also, for those still interested, it was a pair of Black Walnut trees.

3 years ago
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RE: What to call it?

@la-stevens I didn't 'need' the monument to establish the line, the other corners?ÿ were found and fit to my satisfaction. Calculating it as a lost co...

3 years ago
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RE: What to call it?

@dougie?ÿ Thank you, I think that best fits my vision of it. I want to encompass all I found, and did not want to have to set an offset. There's a pe...

3 years ago
Topic
3 years ago
Replies: 15
Views: 7
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RE: AutoCAD Civil vs Carlson Intelicad

I started my career briefly with Carlson, then got on with a large company and used Civil for several years. Now I am on my own and back to Carlson.. ...

3 years ago
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RE: 1/2 survey?

I don't see how a surveyor would have begun setting monuments without having completed a large portion of the boundary field work. Perhaps if it were ...

3 years ago
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RE: iPhone LiDAR Apps

@gene-kooper?ÿ The app name in the app store is "3D Scanner App". It fairly simple to use, has many export options, and is free.

3 years ago
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RE: iPhone LiDAR Apps

I've used my iPhone LiDAR (in conjunction with typical survey methods) to scan certain areas where I don't need high precision, just good mapping. I'm...

3 years ago
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RE: Survey in SPC, PUBLISH in LOCAL ground scale

Not sure if this exactly fits what you are attempting to do, but when reading your post I was reminded of a Mark Silver video where he applies a dynam...

3 years ago
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RE: Carlson Survey Drawing Template and F2F Files

All, thank you for the counsel. I am happy to develop as I go, but had wanted a starting point built on a tested foundation. Ladd, thank you for that,...

3 years ago
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