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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: Remote Points of Beginning

Many times a "Point of Commencement" is only to help you get close enough o find the POB. However I have given weight to a POC with a three course tie...

9 years ago
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RE: import points AutoCAD Map 2009

Import the points thru the Eagle Point routine, then open that drawing in AutoCAD Map if you must.Paul in PA

9 years ago
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RE: When Should You Count the Client's Money?

The good old days. My father was in the farm equipment business and cash was a regular. When I was younger he would sometimes sit down at the dinner t...

9 years ago
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RE: Re Upped

I am happy in PA. As a PLS I can do minor engineering, so quite a few engineering PDH's can go both ways. By the end of a two year cycle I typically h...

9 years ago
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RE: An unusual "rock"

Steam locomotives had their fire/ash pans dumped at a regular interval. It could be clinker from such a dump.More likely it is iron furnace or steel m...

9 years ago
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RE: Opinions?

JBStahl, post: 419707, member: 427 wrote: Gaps are a legal impossibility. Either you are dealing with two adjoining properties sharing a common bound...

9 years ago
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RE: Accuracy and Precision Opinions Requested (Especially Indiana)

Static GPS 0.02m = 0.07' to start with. You need static OPUS and a static GPS network to be able to prove your field traverse is better than specs so ...

9 years ago
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RE: Vertical Control

Joe the Surveyor, post: 419820, member: 118 wrote: My issue is that physical benchmarks are disappearing very quickly, and there is no effort to put t...

9 years ago
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RE: How to Apportion

Not a discussion about public lands where the street is usually a fixed width on either side of a section line. This discussion is about metes and bou...

9 years ago
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RE: Vertical Control

FrancisH, post: 419620, member: 10211 wrote: really? the error brought about by just levelling your base/rover setups and getting your HI using a tape...

9 years ago
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RE: Vertical Control

Repeated static sessions can readily have errors of less than 1 cm. That is why I do static surveying, to minimize the errors.That is not inherent ins...

9 years ago
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RE: How to Apportion

aliquot, post: 419567, member: 2486 wrote: Wow, he asks a simple question and everybody goes off on strange tangents. I think you got your answer, but...

9 years ago
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RE: Rogue points

Those "rouge" points really stand out because they are "red".Now those "rogue" points, being somewhere they do not belong, are another matter.You have...

9 years ago
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RE: Oroville Dam Spillway In California Is Failing

They are hoping to get everyone to believe that all the evidence was swept away. they are looking for a greater Federal bailout for a failure that the...

9 years ago
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RE: Vertical Control

MightyMoe, post: 419431, member: 700 wrote: The newer Geoid models do quite well, what doesn't work is OPUS. Disconnecting the model from OPUS is of c...

9 years ago
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RE: Easement over an easement?

Wrong, an easement is an appurtenance to land and runs with the land. You do not have an easement to run over lands of A because of who you are. You h...

9 years ago
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RE: Quit claim/vacation process

In PA if the State wants to give up a State Highway to a municipality they are required to be sure it meets current State standards before doing so. T...

9 years ago
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RE: New GPS time...lots of questions

Since you have little experience post processing it may be more important to have the right post processing software. Proper software can handle obser...

9 years ago
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RE: Easement over an easement?

"Crossing Easements" are exactly what they are if the RR were active. What the underlying fee owner is saying is "Here is where I intend to cross the ...

9 years ago
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RE: How to Apportion

I don't see any N-S excess. Lacking any other evidence that South monument is merely a point on line. Lacking any evidence to the South of that monume...

9 years ago
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