A Topcon PS, purchased in 2015, is my daily driver right now. It works, but I'd much rather have a Trimble S6 or a Leica GS15, both of which I've also...

A Harris, post: 394106, member: 81 wrote: I have been to records rooms that required a sign in autograph with a time in and time out. How many times ...

arctan(x), post: 393860, member: 6795 wrote: Should they pay for the 2 easements? Presuming that you are talking about old, pre-existing sewer lines ...

voidintheabyss, post: 393769, member: 11972 wrote: That doesn't strike me as intuitive. You can't disclaim away your professional responsibilties.

Little white lies1. "We keep records from those years in a vault off site. There will be a recovery fee of $xxx to send a person to the vault to searc...

ekillo, post: 393692, member: 773 wrote: One thing about using descriptions is you can have four different codes go in and have only one come out... ...

Kris Morgan, post: 393633, member: 29 wrote: Mostly what we do is we topo like hell.... Your method is, of course, mostly what all people who aren't ...

Joe the Surveyor, post: 393593, member: 118 wrote: any videos out there y'all can point me to to see if F2F would work for me? Go to Youtube and quer...

John Hamilton, post: 393559, member: 640 wrote: anyone who would buy a GNSS receiver (or total station) for a deeply discounted price would have to kn...

John. Birner, post: 393555, member: 12084 wrote: ...my problem is trying to remember what ...... line # I'm on. For just that reason I usually run a ...

Trundle, post: 393504, member: 12120 wrote: If you can import the points without the survey database, why deal with it at all? The main reason is fie...

There is an old book of financial advise which says that "a part of all you earn is yours to keep". Meaning that you should save and invest a part of ...

This book, Civil3d for Surveyors , was also useful to me.A note. All of these books and courses teach importing your points from a source to the surve...

I read that as saying that if you make a new layer not in the US National CAD standard you have to tell them you did it.

Dennis Sullivan, post: 393344, member: 10125 wrote: Does anyone have a good process to learn AutoCAD Civil 3d? Where are you currently? Are you an ex...

My son will be there.

Dan Patterson, post: 393277, member: 1179 wrote: ....If we didn't close our loop within a couple hundredths or so we ran it again. I'd say most or nea...

GeeOddMike, post: 393085, member: 677 wrote: Dr. Tony Schenk's Intro to Photogrammetry Thanks for that. A terrific resource. What catches my eye in t...

99 out of 100 surveyors would RTK the MH lids once, measure down with the 25 ft level rod, report the results to 2 decimal places, and everyone - incl...

Dan Patterson, post: 393063, member: 1179 wrote: So the way you currently do it the lines are not visible in the field? True. Frankly, if I miss any ...