> Have you checked if 1 is international foot and the other US survey feet?That's what I was thinking, too. That's around the difference you could...

Thanks for the replies and helpful information. I don't have access to a scanner, but I'll experiment with the reflective targets in the future.Jeff

> This is a huge assumption but does the A stand Architech, C for Civil and V for Surveyor? Yeah, that's what they stand for. I guess surveyors g...

Call for Survey?> Both had surveys performed at the time of their "creation" and those pins still exist today. The pins in the ground both fit thei...

I'm using the 2007 version of excel.

Thanks Loyal! The email address in my profile is current.I'll also play around with some of the suggestions from the other posters. Thanks for all o...

Thanks for the replies!

Wendell ?> I really have no idea why they aren't accepting applications, but I have heard that the economy is really bad down there.> I'm curren...

> Here is excerpt from that document:> > "By double proportionate measurement, the lost corner is reestablished on the basis> of measureme...

Thanks for the responses. I agree that the original surveyor was instructed (via the manual in force at the time)to run and reference lines to the tr...

>with an early start at 7:30....> 7:30 is an early start? I can't remember the last time I got to start that late.

GPS? Basis of Bearings?Hi Nate,Thanks for sharing your plat. Being able to see the products and methods of other surveyors is what I really enjoy abo...

If I understand your question, you're talking about shoring piles that are installed at an angle rather than vertical. I've heard them referred to as...