Nice work, as usual!

HP Link for 'users guide'

Ditto! I've seen that.From the field book Stations PI to PI. Back off tangent distance for PCfor the plan add arc length for the PT & Station Equa...

also:PCC 26+31.01 & PT 28+38.25

Thanks, for the Instructions and the link.

It's been a long time, but I seem to recall, 68°F (20°C).

> I find that the survey I am retracing is based on a east-west line which has been broken for curvature every six miles. What is the easiest way t...

_imageclip This from an older version of acad, before I retired, almost 7 years ago. It was from the modify pull down, clip--> image, if I remember...

Typical the owners are taxed on the gross, but in the evaluation there is a 0 value placed on the area subject to the 'public area' of the road right-...

Make sure the leading edge is 90°. A bad cut, I seem to remember, can cause problems.

That is a heck of a temptation, for a old retired guy, that probably would never use.

Agreed. :good:

You need to 'edit' your profile and make E-mail address contactable.

In my opinion it is always nice to know, what is happening,when you 'push the buttons" and what is suppose to be the output and why.:-O :-S 😀