I agree, but we need some method to remove the confusion of having SPC coordinates and some bastard value that very closely resembles an SPC.I can't i...

You don't have a clue do you?Thanks DaveI'm sure that is a problem where you work but I would have to drive 100 miles to get 100 feet of elevation cha...

Thanks, it's going to take awhile to read but it looks like a real nice job by the guys that wrote it. I wonder if anyone in Texas is working on some...

Same with me I stay on the grid and have about 0.1' per 2000', also I am so close to sea level that is not a problem. I just get tired of hearing 'we...

Just managed to get the last yellow page ad cancelled (not as easy to do as you would think). I belong to the local Chamber of Commerce and have the ...

These are my guysThey specialize in surveyors, engineers, and architects.1 mil, 10k deductible on all cost including defense cost and you will write a...

You need to ask the attorney to verify if he is asking about corps of engineers "Delineated Wetlands" or simply the existence of wet areas on the trac...

James, while John had had "had", had had "had had"; "had had" had had a better effect on the teacher

You didn't say what accuracy you need but with RTK no matter how you come up with the value for the base the RTK vertical is going to be +/- 0.1' on a...

Surveyors (people who can measure, locate boundary lines, and take responsibility for their actions) will be needed as long as stuff is built and pro...

Is that an image file or a text string?

We are also using the latest version and I don't see a warning but I think the hint about the type of elevation may help. Is the Viva a Carlson colle...

That works I reprocessed the raw file in carlson xport and it calculated all the orthos

I have always had trouble with acad and curves in a closed polyline or parcel. I normally end up drawing the tangents and then a fillet between them....

Thanks I will ckeck and see if we missed something.