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paul-in-pa
paul-in-pa
@paul-in-pa
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Joined: July 3, 2010 7:50 am
Topics: 700 / Replies: 5334
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RE: OPUS Rant

Crossing UTC midnight would not be a problem if NGS understood their own data.Each orbit file contains 48 hours of orbit data. I just opened an ultra-...

9 years ago
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RE: Hatfield and Mccoy nonsense..

If your current deed follows from the ancient original deed some of those original called for stones would be in a road that has been traveled and res...

9 years ago
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RE: Hatfield and Mccoy nonsense..

I note that this lot is in an area known as HARMONYVILLE, in WARWICK Township, Chester County, PA. The ChesterCounty GIS appears to be rather clunky. ...

9 years ago
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RE: OPUS Rant

Skeeter1996, post: 444243, member: 9224 wrote: I haven't used OPUS in awhile. Use(d) to be a great program. What's up with it now. Every file comes ba...

9 years ago
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RE: Topcon GT 505 vertical issue

If you are not taking D&R shots on control foresights and backsights you are wasting your time trying to save time. D&R foresight and backsig...

9 years ago
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RE: Static files to OPUS (What's your field procedure?)

WINteqc, Windows GUI for teqc. No worry about DOS.Paul in PA

9 years ago
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RE: Establishing an Equipment Baseline

If you are going to self check your total station why only check the EDM? I would say 50+/-feet by 500+/-feet and an angle is a better check than just...

9 years ago
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RE: OK, Let's Play "What is it?"

I can remember carrying a magnifying glass to read the "A" & "B" verniers.Paul in PA

9 years ago
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RE: Parallel to what?

Straight line as per the Land Court Plan, especially because you have found the drill hole and pipe.Curious, you have made no mention of how the more ...

9 years ago
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RE: Open Traverse with GPS Points

Explain that aledged 33" error.You have 4 GPS points all with a positional tolerance. In small words that means your can hold nothing fixed. Properly...

9 years ago
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RE: Static GNSS post processed Grid Coordinates to Ground Coordinates

I observe you are below the ellipsoid, which means your elevation scale would be opposite what we consider normal. I worked below the ellipsoid along ...

9 years ago
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RE: Static GNSS post processed Grid Coordinates to Ground Coordinates

I would never ever adjust conventional to GPS coordinates without including elevation differences.How were azimuths from station to auxiliary establis...

9 years ago
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RE: Angular Error Problems

Jerry Attrick, post: 442323, member: 1585 wrote: My two cents:Back in the days of theodolites, T-16, T-2 for me, for turning sets of angles, my first ...

9 years ago
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RE: Static GNSS post processed Grid Coordinates to Ground Coordinates

Assuming 7 stations 5Km apart for the 30 Km line and 7 matching auxiliary points. Your post processed vectors from each control point to auxiliary are...

9 years ago
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RE: Plotter questions

Plot from your CAD to a pdf file. Then see if Adobe will talk to the older HP.Other choice is to save drawings to a network drive, then access from an...

9 years ago
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RE: A bit of a mess

Dave Karoly, post: 441435, member: 94 wrote: No, it's not acquiescence, the owners can't agree or acquiesce to the green line when they know the true ...

9 years ago
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RE: Angular Error Problems

Several Questions.Are you using internal software or a data collector?Do you book your raw data traverse setups in a field book?Are you shooting and s...

9 years ago
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RE: What are differences between PLSS and non-PLSS systems?

RADAR, post: 441181, member: 413 wrote: nounnoun: access; plural noun: accesses 1.a means of approaching or entering a place."the staircase gives acc...

9 years ago
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RE: A bit of a mess

If the green line has gone to and through the planning process, I would say it is an agreement via of acquiescence. Acquiescence of A, B and the town....

9 years ago
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RE: What are differences between PLSS and non-PLSS systems?

RADAR, post: 441171, member: 413 wrote: As far as I know access has always been a verb, since it derives from a Latin verb.I do like the last frame im...

9 years ago
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