The first calibration baseline I ever used, in Surrey, B.C., Canada, had the marks on pedestals like that. In fact the pedestal tops were all at the s...

If the stakes aren't there, and you can't get any clues from adjoiner deeds, then all those "more or less" distances become exact distances.?ÿ The lin...

The reason for not using color is that not everyone who might use your mapping has a color plotter. As time goes by this becomes less and less of an i...

Check out the NSPS Map competition examples.

Lots of people do ALTAs without LS. So I guess that you can. I just can't figure why you would want to.?ÿ?ÿ If you don't want to learn how you could p...

I'm waiting for Mike Berry to chime in. It seems from your description of the circumstances that these strips were clearly intended to be streets and ...

I'm with Moe. There are better ways to do this. If the observation conditions are poor you can sit on that corner forever and still not get a good pos...

I dabble in precision ... If you think you can achieve level with a f***ing bubble of air, Morty......I will show you level!

My first guess is an autonomous base position mixup. It might also be a scaling to ground issue. 30 feet is a lot for a US/Int'l feet problem, but tha...

That's depends, of course. But maybe 0.05' without much thought.?ÿ As much as 0.10 in some circumstances.?ÿ ?ÿ

I currently use a TSC3 running Survey Pro. Not my choice. I do a lot of construction staking and site topos. I'd really like to have the bigger screen...

If you get the data collector stakeout to read 0.01' or under you can assume that you are within about +/-0.03'. If you quit when your dc says you are...

If you are in the business of providing data to your clients then it doesn't matter how you get it, as long as it's legal, and as long as it's correct...

0.002 foot/foot is 0.2 feet in 100 feet. So, yes, that's do-able with digital levels and such. This is evidently a railroad bridge. And railroads, esp...

Eventually someone will write a program that reads cursive and converts it to text. To a degree it exists already.?ÿ

I'm all for charging a good rate but $495/hr for crew time would be a lot more than 30% profit for me, if I could get it.?ÿ

My phone, like everybodies, has a speech to text feature as an aid to composing emails and texts.?ÿ Read the text of your cursive deed into an email a...

There is the type where the entire document was transcribed into the deed book by the county clerk, then there is the type where the standard printed ...