I did a ddinsert into civil 3d but a shift between them about the difference of usft to international foot is there another setting somewhere in civil...
@not-my-real-name Yes it would be. Was trying to lay on the sarcasm for that one.
That is: ENE 41.3 feet to nail and shiner in wood corner post What's ENE? I kid. Please don't shoot.
I honestly cannot understand the aversion to simply showing record vs measured dimensions rather than trying to translate/rotate to calculated points....
Smells like someone pinned a record boundary onto found monuments... and the CAD tech got overzealous. Looks like the count's at 0-2. Can we see str...
I would suggest you ask your lawyer and your surveyor this question. ...and hopefully get a written answer for your records.
I could try to figure out how to join the Rinex files in TEQC but really Trimble? Agreed, but if you need help with this it's super simple. Takes a...
Don??t stand to close to a glide slope it will make your babies be born naked. Your babies are born clothed? Uh... be right back. Need to talk to...
My boss wanted to say only while on job site. I said you expect to keep crew chiefs to drive 2 hours on their own dime. This is what happens for ou...
I'm not sure how anyone other than the equipment manufacturers would be able to parse their proprietary files to spit out GVX format. Either way NG...
2) Why do so many surveyors never ask for help/tips before they go out to do something they've never done before, but manage to muck it up and ask for...
Again, I'm not saying the technical requirements do NOT matter, but we sometimes 'strain out the gnat and swallow the camel'. I'm pretty sure folks...
Can I say the RPP of the two property corners set meet ALTA Standards??ÿ ?ÿIf I use LS software and enter in the GNSS points as control points with st...
which per every statistics text means we add the squares of the values then take the square root of the whole thing. I might just be out to lunch h...
What the heck is a "here" setup? An autonomous position determined by your receiver in the field. Generally used just as a starting coordinate so y...
I don't think any of these standards from ALTA mean you modify your boundary determination. Agreed. In my eyes this standard is just a matter of pr...
when i take your two points listed and square both add to together and then take the square root i match what your tbc report sais. Either way that...
the use of the as staked point. In adjustment. Hhhhhmmmmm i don??t think you can adjust an as staked point in tbc. Sure you can. Convert your as-s...
Ok i do a alta and have a non found monument but everything i have traverse control passes alta requirements on rpp. The key here is that the MONUM...
Here's a RPP report from TBC and my dataset's error ellipses at 95%. The RPP report states that relative precision is the root-mean-square of the sem...
