I might argue with mean bearing method in this situation if you were someone else, but I know better so I won't. All I will comment on is the phrase ...

The monument is the utility cabinet per the OP. All the rest of the information leads to the cabinet. The cabinet is the center of the easement along ...

Might be a regional thing. We call a plat what many call a ROS in other regions. It's not known as a subdivision. In our region the county assigns a p...

thank you. I favor single proportion unless the distance along the east line is way out of whack (as in chains). Every situation can never be addresse...

any chance we could get a TWP and Range? Or post the plat with T and R redacted?

Section 22 fractional? The plat shows a distance across the lake, and a total for the whole east line of the section. Is the east - west line ever est...

Agree with lurker. Every monument has to pass or fail based on it's own history and use. Geometry has very little to do with it. My opinion is that wh...

I wonder why surveyors think the position described in the description is not the existing monument? The answer my friend is blowin in the wind.

1) A virtual pincushion is better than a physical one. It does not make our profession look so obviously foolish. It does to anyone who looks a the pl...

training for button pushers - shovel stomping.

How often? not for a couple of years. But - that's how long I've been retired. Regularly before that. After after EDM use became common it started the...

Go for it

This Survey Pro tutorial says if you configure your job to state plane the GNSS and TS observations are scaled to grid. Easy Peasy. Trust but verify. ...

I shouldn't have mentioned LDP. my bad.

Right there is what I mean about confusion. Now he's been told to work with CSF and 1/CSF. The question is regarding using a TS to survey on the state...

LDP vs state plane for long traverses is not the issue. LDP is no better than state plane for precision or accurate survey grid results . Its understa...

If the settings in the DC control the TS don't mess with the TS. And it never hurts to remove the DC from the picture to compare results so that you ...

Your basic understanding is correct. I suppose you are going to get all kinds of advise that could seem overwhelming. Doing what you are asking about ...

If I were your supervisor my first question for you is how far off are your found corners that you feel a need to adjust the CAD points? If the found ...

Pretty much how the others have responded. We spent more time then I'd like to admit on instituting methods to use RTK observations and repeated obser...