Trimble Business Center — Know your data is right. Start free trial.
AI Assistant
Activity
 
Notifications
Clear all
MightyMoe
MightyMoe
@mightymoe
Member P&R, Founder
Joined: September 22, 2010 9:13 am
Last seen: October 14, 2026 4:33 pm
Topics: 1006 / Replies: 9714
Reply
RE: NAD83(2011)

Basically there is a disconnect between what a single receiver can do. It really can't "get itself" on any accurate position. There are huge improveme...

3 years ago
Reply
RE: NAD83(2011)

@mightymoe Moe, with all due respect, please do not ever try to mentor someone. I love you and I respect you more than you'll ever know, but don't m...

3 years ago
Reply
RE: NAD83(2011)

Well yes. If I set up a base on ol' EZ4026, then I want the rover to believe that the coordinates of that point are the NAD83(2007) coordinates, so I ...

3 years ago
Reply
RE: Subdivision prep

Wow, pointed rebar! You highroller. Are you truly saying your rebar aren't pointed and beveled? Ironically, we were just talking about ho...

3 years ago
Reply
RE: NAD83(2011)

@oldpacer, @bill93 OK, so let's replace the nail in pavement with NGS mark EZ4026. If I set the GNSS over that mark, I want it to give me the supers...

3 years ago
Reply
RE: NAD83(2011)

@mightymoe So, you tell the DC that you want, say, an NAD83(2007) autonomous position and it gives you that? Pretty cool and makes perfect sense. ...

3 years ago
Reply
RE: Subdivision prep

Wow, pointed rebar! You highroller. Thinking the same thing! how much are the Iron Rods you are setting? 2"Ac on 24" rebar is about...

3 years ago
Reply
RE: Subdivision prep

Wow, pointed rebar! You highroller. Are you truly saying your rebar aren't pointed and beveled?

3 years ago
Reply
RE: Subdivision prep

Wow, pointed rebar! You highroller. Are you truly saying your rebar aren't pointed and beveled?

3 years ago
Reply
RE: NAD83(2011)

You tell the DC what to do, not the other way around.

3 years ago
Reply
RE: Clueless client

I like your response; "we are not on the same page". I'm seeing more potential buyer requests for surveys. Unless they are an existing client with a...

3 years ago
Reply
RE: Subdivision prep

@mightymoe Thanks! That works well. Learn something new every day. Jp Takes about 1/10 of that time for a 2 foot rebar.

3 years ago
Reply
RE: Subdivision prep

Wonderful plan. We set 3/4" iron bars on one subdivision. In July. Miserable as Hell. For the innocents about, it is important to note that the ba...

3 years ago
Reply
RE: Subdivision prep

Nice. Both the public and surveyors are best served by stamped caps that clearly indicate what the monument represents... (he said, working in an are...

3 years ago
Reply
RE: Subdivision prep

What model dewalt? Battery powered? Thanks, Jp DCH775 battery.

3 years ago
Topic
3 years ago
Replies: 0
Views: 400
Topic
3 years ago
Replies: 18
Views: 1347
Reply
RE: Elevation Data Accuracy/Precision/Error

I would at least invest in an auto level, moving from those to a digital level was a big improvement for us, but if you're only doing small sites then...

3 years ago
Reply
RE: Elevation Data Accuracy/Precision/Error

What happens is the request for .01' is sent out for the job and someone takes the job, hits the pipes with GPS, sends the data to the client showing ...

3 years ago
Page 72 / 536