Thanks - looks like it is not Nevada East I have a control point out on I15 - APEX_T1, 36°20'21.57101", -114°55'53.25968", 2411.430 Nevada East would ...

I'm no gambler either - lost way too much cash back in school for that One trick I know is to halve your spendable cash. Stick one half aside and DON...

D) - Do it all in terms of Azimuths

Use the Cogo functions in the TSC7 You want to 'Compute a point' by 'Bearing and Dist' Select your point Key in the bearing and distance Formatting th...

> Under digging, do you mean, if the metal detector wouldn’t help, literally dig out and check the top soil layer to find a pipe? Yes, exactly &g...

How to proceed? Simple! You need to find those 5 ip's and that milepost. But not easy. You are going to be doing some digging. Once you have the first...

Membership of S&SNZ is voluntary. But it would be hard to get a Cadastral Licence without it

Lockspit

Assuming you are using Access, check out the "GNSS Signal Tracking" in "Base options" for your survey style...

Fluoro paint fades real fast. Plain enamel lasts MUCH longer

You would need to delete the file from your project directory. And you can not do that from inside of Access You can use Files or File Explorer If u...

Pretty much certain to be a coordinate system issue What coordinate system are you using? What coordinate system is the VRS running on? You can proba...

Here in new Zealand we dont use caps to identify marks or the surveyor concerned. But that behaviour in an offence against two sections of our Cadastr...

> way more accurate than the vile level Come on John, the level isn't that awful! Or do you mean 'vial' ?

> I would not think that a feature code would be in a vector list as a vector is made up from two different points that might have two different fe...