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paul-in-pa
@paul-in-pa
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Joined: July 3, 2010 5:50 am
Topics: 700 / Replies: 5344
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RE: Connecting VRS to CORS

VRS creates an imaginary receiver that is very close to your work site. For this imaginary receiver?ÿ an imaginary observation file is created from?ÿ ...

6 years ago
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RE: Before Modern Surveyors

Using a 100' tape, chaining pins and plumb bobs was the first time I really understood statistics. Multiple teams measured the same line out, back and...

6 years ago
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RE: Before Modern Surveyors

How about doing topo and site map with a stadia transit and Philly rod. Do a level run. Or, do a level run and then do the topo with a stadia level an...

6 years ago
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RE: Only myself to blame

"The tie distance I rounded up from 30.80, I was more annoyed by the WC bearing call, it's 4' plus a bit creating about .04 feet in the geometry, tota...

6 years ago
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RE: Let's play "Guess That Cryptic Layer Name"

Having used descriptive layer names since ACAD 10 I tend to keep them short. Back then it was important to group layers so that a quick keyboard comma...

6 years ago
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RE: Haven't seen this before...

Be aware that for a 180 mile tie would be a geodesic line, so A-B will not equal B-A. Or just give the tie to nearest least count number and call it q...

6 years ago
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RE: Opus solutions with Carlson SurvPC

Read the Carlson instructions first. Hint, start at "User Manual" page 20, the green light next to the power button has to be lit, I don't have a BRx6...

6 years ago
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RE: Surv ce with topcon Gps

Might just be an internal memory battery problem. As long as the rechargeable battery has power it usually keeps the internal memory going. Once the m...

6 years ago
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RE: Simple angle error/sig digit question

When I see a description of 5 1/2 degrees I cannot assume the precision is to the nearest 1/2 degree, as usually the case is to the nearest 1/4 degree...

6 years ago
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RE: bad coordinates

Getting corner coordinates to the nearest foot from a ranger is not unexpected. Working from COE taking documents you find a segment of the outbound t...

6 years ago
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RE: Best Post Processing software today?

Sometimes the best for you is what you are familiar with. You do not indicate what receivers you are currently using. Your first consideration is can ...

6 years ago
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RE: Entering Lat-Long points into some kind of Linux software

I take it you are using the Free version of Draftsight and do not want to spend $150 to get the Pro version. I assume the Free version is a sketching ...

6 years ago
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RE: Have you seen this before???

Where are you located? I surmise that the cold caused the glue on the sticker to fail. Professional shop now required. Paul in PA

6 years ago
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RE: Grantor Grantee courthouse system.

In PA and NJ the Grantor/Grantee indexes cover both deed books and miscellaneous document books. For maps and plats recorded before computer systems t...

6 years ago
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RE: TOPCON GTS-4B Interface software

Question is WHY? I have run Topcons, from 3Bs to 3001 and a lot of numbers in between and all used the same interface. Therefore any data collector fr...

6 years ago
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RE: Highway easements

Aliquot, No matter what is said, a State cannot hold a right of way in fee, without certain restrictions on the State. Fee title or fee simple implies...

6 years ago
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RE: Language and Ambiguity

A traffic study involves what you can see, counting vehicles, types and directions. A traffic survey is all of that plus questioning (surveying) every...

6 years ago
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RE: Language and Ambiguity

Opinions have weight. Consider the neighbor's opinions differently than the opinion of a professional; surveyor, engineer, attorney, planner or even a...

6 years ago
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RE: Highway easements

"Fee" or "easement" is a legal question, not to be determined by a land surveyor. In PA we can respond with terms like ROW, possibly citing a deed, mi...

6 years ago
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RE: GPS and Total Station Combination Traverse

I have always found GPS vectors to match my traverse ground distances. I take it too many people do not understand that a GPS vector is XYZ to XYZ and...

6 years ago
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