I don't think the C3D is the issue. You can just export to an ASCii file or TXT and import it into C3D. It doesn't sound like you want to use any of...
LRDay, post: 382646, member: 571 wrote: The hubs will be replaced by 5/8 rebar and 2-1/2 diameter aluminum caps (standard procedure). The filed survey...
sireath, post: 381863, member: 9370 wrote: I use Sokkia Robots and they have a sliding prism pole which I use for setting out. Looks like the link bel...
A Harris, post: 381835, member: 81 wrote: Mostly use the pole only for stakeout in prismless mode.:gammon: I don't think I have ever used the pole t...
I'm not sure about what's in the book, but are you saying it's not curved now as it exists?
Wendell, post: 381456, member: 1 wrote: Joanie, My apologies for the post from Dave Ingram, who posted your address for everyone to see. That's not on...
Dave Karoly, post: 381406, member: 94 wrote: The first thing is to hire a local boundary surveyor who does forensic work to go in to the subdivision a...
Same thing 'round here. I would have one contour on the map.....maybe. It doesn't sound like the potential client knows what he is asking for. Is he...
I wear this: It's expensive, but outlasts the others I have tried. The one by ML Kishigo at Hivissupply.com is the same thing, but thinner and cheaper...
Just pulled a tiny one out of my stomach.....also just got done coating all my stuff in permethrin...
Did they really design it that close? Are you saying 0.5' will make a difference whether or not the lowest horizontal structural member is below the B...
I am assuming you are missing by 0.5' after converting to NGVD 29? Is the FIRM in NGVD 29 or has it been updated to 88? It seems like you don't really...
Terrible news. I am so sorry for your loss....
600ft isn't nearly far enough.Why don't you just buy the USB version and move on with life? It's only $100.
I'm just one guy with a robot, so I would reap no benefit from the non-radial layout method. That being said, all my tripod screws are tight, I calib...