@jitterboogie I agree here - looking at notes vs final plat helps make some decisions. I attribute this to the difference between field notes and ...

@norman-oklahoma Not academic- going to the original notes. I am in a very rural county in Indiana that doesn't publish sec. corner ties - I will...

I have a 24" ipf670 with an integrated lm24 scanner. Love it. Reasonable cost and maintenance, relatively small footprint, light and easily transpor...

Oh, brother! Don't get me started on INDOT's low distortion projections. Went from Indiana's two zone SPC's (East and West) to 40-something separate p...

Yes - I like your videos where you compare time to fix of different antennas. I wish you would then compare GPS NEZ's with the location verified by a...

Follow up question: Would you agree that a surveyor can under certain circumstances and with sound reasoning determine a property's location based on ...

OK here is some more info: 1. I have made an effort to contact the local planning dept., but no one will return my call. I am very reluctant to give t...

Nothing beats good field procedures and survey "design" (redundancy with control point adjustment).

Carlson's Surefix is not a proprietary service that they sell. It is built into the hardware. I am currently using SurvPC which reports Surefix dat...

Carlson's BRx7's and SurvPC use a method they call SureFix. Surefix uses all available satellites and computes 2 different solutions from 2 different...

Nate, I am a former Trimble guy who converted to Carlson. I considered Javad, but, at the time, I want an integrated GPS-total station-data collector ...

Did I mention no attorneys?

Update: held adjoiners' described lines, corners staked, legal updated lead-in on buyer's deed and qualified to adjoiners (replaces old description), ...

The sole point of this post is to gain opinions on what to do with conflicting corners when a conflict is discovered and asked to be resolved. This i...