@holy-cow Your comments are good about participation...but if people aren't involved/participating, that is a different problem than the remote work...

I do think it is possible in today's world with today's technology for most survey tasks to be handled remotely if the various survey personnel (field...

@john-hamilton Are you able to send me the file?

I always want a standard drawn scale so that an engineer's scale can be used. But I come from a day when people actually used scales and hard copy (a...

Ok - thanks all. Got this figured out. FYI - couple of things of interest. 1. The LaPlace correction for my location is 1.57" - insignificant. But...

Can anyone confirm the following when using DEFLEC##: ASTROAZ=GRIDAZ+CONVERGENCE-LAPLACE This sign convention applies to north az, +CW. Right?

@mightymoe Here's why I hate DEFLEC##, I forget which way to apply the correction (just a sample): Output from DEFLEC18 Station Name latit...

@mightymoe I think you are right, but I don't have to do this a lot and I've never looked at what the differences could be for my area. Thought about...

@shelby-h-griggs-pls Can you send a link to that ODOT study?

I don't like the word "generally" used in the description, but it's to the centerline. My 2 cents. However...following intent is the goal, and you h...

In my experience, for private sector work it is typically the surveyor, but it could be someone else involved in the process (owner, attorney, etc.). ...

@oldpacer Interesting approach - do that a few times and see how that the times relate/average. Like it.

@mightymoe It has been my experience that I don't get a much of a difference either. I wonder if I am going to far by seeking to separate occupation...

I think you guys are over thinking my request (but thanks!). I want my guys to quit giving me two 5 minute sessions 2 minutes apart. I am curious ...

Let me add a little based on recent replies. (1) we will have short base lines (<1000 feet typically) (2) you should assume that some points will...