On the 3 pt curve you take the 3rd shot, then you have to start another 3 pt curve and take the same shot as the 3rd shot to begin the new arc. I use ...

I like the leica better but I do a lot of topo. Line work in the field seems cumbersome with the trimble software. Sent from my SM-G920V using Tapatal...

You need to set a new origin. If you are using 13 or up click the hatch then open the hatch editor click set new origin and click in the hatch (I usua...

George Matica, post: 322532, member: 6663 wrote: Technical specs for recent construction project include the typical statement..."At the Pre-construct...

George Matica, post: 322532, member: 6663 wrote: Technical specs for recent construction project include the typical statement..."At the Pre-construct...

Eric, Can you handle linework the "old way" in Field Captivate or is it a whole different workflow?

True. I usually stop linework @ dways and returns. easier to deal with in CAD

What station are you running with this?

Can't wait to check one out!

Typically for machined curb I shoot back with the spot checks on face, gutter and conc/ep edge. Then use the stepped offset function in Civil 3D for m...

Nice. I will keep checking!

Interesting. I use a mumeric code system and have them all pretty much memorized. This does seem like the way to go for trimble.

AH! that is true!

THANKS!

HE DID DEMO THAT BUT IT SEEMED MOSTLY FOR RUNNING CROSS SECTIONS AND NOT LINEWORK FOR SOMETHING INTRICATE.

Thinking that's where it is headed here in Oregon, as well.

I agree. It could lend itself to confusion and possibly court, between neighbors if a different location was reached, monument set, and a survey filed...

ya if it was for that I would think "clearing Limit" would be a better term.