I've been off work since Friday afternoon of last week. Had some vacation and PTO I needed to use up before the end of the year. Still have enough lef...

Rounding differences I suppose. I would venture to say we used the same method though.

My guess is 17605.03'

Plat looks good Paul, the only thing I might suggest it to put Note "A" and "B" both at the bottom your plat. It took me 10 minutes to find Note "B"Cy

Thanks for the link. We know the elevation of the finished floor (so we just need a height from F.F. to top of stack), this is a site we have been on ...

Why spend the extra money when you have the tools to do the job? I'll admit once at the job site it would be easier and quicker to have a reflectorles...

I've not been told. The building is at the airport so i assume it has to do with FAA regs. However it is a paint building and I've been told the EPA r...

> But don't you only need the horizontal distance to the stack? That's why I am turning angles from both points that have a known distance between ...

use the calculator funstion of the TDS. Calc your arc segment =( Area of arc = ((?xPixR^2)/360) - Area to Chord ((R^2sin?)/2) )I played with my collec...

The only way I can think of doing it would be to solve for the area using the chord as your boundary. Then solve for the area of the segment and add t...

About 5 years ago when I first started surveying. Worked great, now I have the DC50 to learn on.

One of my surveying books sugges the use of "with" i.e. Thence N 89d50'30" E with the North line of this tract. The book mentioned that the word along...