Update: I fixed mine! Praise the Lord! I noticed that when using a stylus (rather than my fat fingers or a pencil eraser), I could make the window sc...

I'd really like to stick with SurvCE, as that's what I've learned.

The plot thickens. All the other points on the line marked by the surveyor are plated nails, driven flush with flagging tied around them prior to driv...

@gordon-svedberg Also, that's correct: There is string tied on it for exactly that purpose. The only strange thing is, all the other points on the lin...

@gordon-svedberg No, that's just some paint. I see what you mean though...It almost looks like a Nail with a center point.

I may have confused the issue with my question (What constitutes a monument). I would have assumed that the rebar, monument or not, marking a boundary...

@bill93 So who would be an expert? An attorney or a surveyor?

Thank you Sir! ?ÿ

@bill93?ÿ The bearing of the 80' segment is actually S55-55-16 East, and the bearing from the point 2k sw to the corner is N53-01-28. These come from...

So, as it turns out, the ACTUAL included angle between the boundaries is 108.945 degrees, not 112.78 degrees. Using that angle, I now get 73.524' firs...

@mathteacher Thank you, Sir! That's the "cleanest" depiction of the problem I've seen. I'll check out Geogebra on line. Now that the numbers are confi...

@bill93 : It's N25-55-05E. Our property line ends on the 1,680.2' line, so I've been concentrating for now on A to B. I have a later survey that anot...

Thanks Bill! I'd love it if someone could confirm the three dimensions in CAD (vs. geometric calcs); i.e Distance from the corner to the near side of...

So, given the precision of the numbers on the survey, i.e. "80.0'", "Radius=150.0'" etc., the proper precision of the calcs. would be 69.9' and 127.7'...

Not sure why you wouldn't just do a proper astro observation, but check out this: There is a procedure here for using the sun via the "Altitude" meth...