@wendell I can reply to you but not post separately.

@wendell I tried to edit that post you see but could not. I tried to reply to my post and could not. I am replying to your post now so we will see....

I tried posting Sat Sun Mon and now Tues is a test post.

@larry-best No you are not missing anything and my software, Fieldgenius does the same as SurvCE and IMHO that is for a good reason. Assuming the p...

@bill93 I've tried twice to make a long post, hit add reply, and it doesn't show up. I'm confused why not Yep. Same thing happened to me several tim...

Anyway I have never used a precision M-2. Altimeters measure the change in barometric pressure which causes the needle to move which shows the change ...

Well I made a post and it disappeared. Maybe it will show up later.

Maybe the river moved? 😉

Ya 1-man all the time here too and it seems like only the one shot that is difficult (timed the traffic signal and scooted out and back to shoot a Mag...

Years ago I used a Nikon DTM-20 with a Cable that connected my HP48-GX. Then a Nikon DTM-420 same cable. Then a Nikon DTM-322+ same cable. That 48GX...

@jim-frame Are you resecting 1-man? Are you doing D & R manually? If so maybe you forgot to manually flip back to D before you started the resecti...

What happens to your data in the office if they use Trimble?

@mightymoe "To check prism settings set up two tripods over close points. Measure the points with a tape, say 24.25 feet. Measure between the total st...

Well that is a bummer that you did not find at least 1 more axel but it was a good exercise in trying to figure out what the hell that surveyor actual...

Well I am like a dog on a bone with this deed today. That east distance could be transcribed like @gary_g said but that 423 feet just bugged me. So I ...

[/quote] The last one I tied into was a HARN point, and I checked into it .02'h,.04'V. Not sure what you're asking, as far as converting I use Lat, ...

@mightymoe "Same here, walk out of the office to the field and the projection is set, it never changes. It's not difficult to figure out what to use."...

Here is what I get using your coordinates. I held the bearing (358-359). I held the bearing (337-357). I turned DEED angle at 357 for bearing (337-361...

@lurker "I believe STR = Section Township Range" Thanks, great info. Knowing the STR numbers will determine if the SE QTR fits against the SW QTR PO...