The published coordinates for my local HARN points are normally within a centimeter horizontally when checked to CORS points. Is that what you mean ...

@rover83 There is an option to apply ITRF to NAD83(2011) to the project. However, when I try to use that option and state plane it seems to simply s...

@fugarewe You may survey in an infinite number of projections using NAD83(2011). Right there in TBC is an option to create your own. In fact there a...

@mightymoe 3. Surveying Standards and Standards of Care B. Other Requirements and Standards of Practice - Many states and some local jurisdictions...

You can't negotiate statutory requirements out of a price proposal for preparing an ALTA survey. Are we sure about that? Not trying to argue (I ...

An ALTA survey that didn't need to be an ALTA survey. Transfer that liability.

Basically there is a disconnect between what a single receiver can do. It really can't "get itself" on any accurate position. There are huge improveme...

@mightymoe Moe, with all due respect, please do not ever try to mentor someone. I love you and I respect you more than you'll ever know, but don't m...

Well yes. If I set up a base on ol' EZ4026, then I want the rover to believe that the coordinates of that point are the NAD83(2007) coordinates, so I ...

Wow, pointed rebar! You highroller. Are you truly saying your rebar aren't pointed and beveled? Ironically, we were just talking about ho...

@oldpacer, @bill93 OK, so let's replace the nail in pavement with NGS mark EZ4026. If I set the GNSS over that mark, I want it to give me the supers...

@mightymoe So, you tell the DC that you want, say, an NAD83(2007) autonomous position and it gives you that? Pretty cool and makes perfect sense. ...

Wow, pointed rebar! You highroller. Thinking the same thing! how much are the Iron Rods you are setting? 2"Ac on 24" rebar is about...

Wow, pointed rebar! You highroller. Are you truly saying your rebar aren't pointed and beveled?

Wow, pointed rebar! You highroller. Are you truly saying your rebar aren't pointed and beveled?

You tell the DC what to do, not the other way around.

I like your response; "we are not on the same page". I'm seeing more potential buyer requests for surveys. Unless they are an existing client with a...

@mightymoe Thanks! That works well. Learn something new every day. Jp Takes about 1/10 of that time for a 2 foot rebar.

Wonderful plan. We set 3/4" iron bars on one subdivision. In July. Miserable as Hell. For the innocents about, it is important to note that the ba...

Nice. Both the public and surveyors are best served by stamped caps that clearly indicate what the monument represents... (he said, working in an are...