AI Assistant
Activity
 
Notifications
Clear all
tfdoubleyou
tfdoubleyou
@tfdoubleyou
Member
Joined: August 29, 2016 11:41 pm
Last seen: April 4, 2026 11:19 pm
Topics: 27 / Replies: 110
Reply
RE: How best to deal with 'on-line' monuments

In a situation where a standard for relative positional tolerance is required to be met (such as an ALTA), would annotating only the record bearing &a...

4 years ago
Reply
RE: Ever Do A Cash Discount?

I accept ACH payments and credit cards through Quickbooks; as well as cash, either greenbacks or checks. ACH payments are accepted at the quoted price...

4 years ago
Reply
RE: How best to deal with 'on-line' monuments

Thank you, you are getting right at my initial question. I definitely understand that perfection is not required for accepting a monument as 'on-line'...

4 years ago
Reply
RE: How best to deal with 'on-line' monuments

@mightymoe Thank you for the example. Perhaps my question was bigger than I realized, but I am genuinely trying to understand your method, as what I ...

4 years ago
Reply
RE: How best to deal with 'on-line' monuments

I follow you and agree, but this leads back to my original inquiry. In the hypothetical of the single called 400' line with 3 monumented (junior) lot ...

4 years ago
Reply
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 ...

4 years ago
Topic
Replies: 99
Views: 1670
Reply
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...

4 years ago
Reply
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...

4 years ago
Reply
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...

4 years ago
Reply
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...

4 years ago
Reply
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...

4 years ago
Topic
Replies: 48
Views: 1883
Reply
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...

4 years ago
Reply
RE: What to call it?

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

4 years ago
Reply
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...

4 years ago
Reply
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...

4 years ago
Topic
4 years ago
Replies: 15
Views: 486
Reply
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.. ...

4 years ago
Page 5 / 7