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rfc
@rfc
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Joined: July 4, 2014 11:48 am
Topics: 300 / Replies: 1601
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RE: NAD83 before GNSS and OPUS

SPMPLS, post: 398512, member: 11785 wrote: Even projects that only take a few years from start to finish in an area like this will have significant ch...

8 years ago
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RE: Property Line Width

Suppose the property line is "the center of the brook"?If you plotted the location of that daily, as the water rose, fell, meandered or even changed l...

8 years ago
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RE: Tablet and App recomendation

summerprophet, post: 398074, member: 8874 wrote: I have a meeting with our IT department this afternoon regarding purchasing a Tablet for me.Here is w...

8 years ago
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RE: IMPORTING TDS RANGER JOB FILE INTO MAGNET FIELD ?

parsecrider, post: 397869, member: 11668 wrote: Good MorningWe use a Topcon FC 5000 running Topcon MAGNET FIELD software. We note that MAGNET can ...

8 years ago
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RE: Field to Finish with SurvCE

VA LS 2867, post: 397837, member: 1444 wrote: Field to finish, when properly done, will draft your linework nearly 100% so all you have to do in the o...

8 years ago
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RE: Nate Asks stupid Tribrach question:

Nate The Surveyor, post: 397769, member: 291 wrote: I have never liked the common tribrachs out there. The ones with the optical plummet in them. Stic...

8 years ago
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RE: Handling inaccuracy and the positions of existing monuments

FrancisH, post: 397779, member: 10211 wrote: You know about this discrepancies and yet you refuse to take a step to correct this over all these years....

8 years ago
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RE: Field to Finish with SurvCE

Ladd Nelson, post: 397736, member: 307 wrote: An example FCL file based on the Iowa DOT survey codes but with a layering convention consistent with th...

8 years ago
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RE: Field to Finish with SurvCE

Ladd Nelson, post: 397687, member: 307 wrote: The "Special Codes" are not a native part of the (or an) FCL file. At it's most basic, an FCL file is es...

8 years ago
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Replies: 13
Views: 3
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RE: field to finish

cptdent, post: 395478, member: 527 wrote: In ALL of that time I never saw ONE instance where field to finish would not have increased production and ...

8 years ago
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RE: We have a new baby!!

God bless you and your family, Nate!

8 years ago
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RE: Handling inaccuracy and the positions of existing monuments

A Harris, post: 397195, member: 81 wrote: Grasshopper, you have proved nothing. Hey! As a Grasshopper First Class, (and one who still believes I stil...

8 years ago
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RE: Handling inaccuracy and the positions of existing monuments

Francis H.:Please provide us with a reference for a recent Singapore 20 story (or more), apartment or office building that was torn down and re-built ...

8 years ago
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RE: Advice for penetrating New England dirt needed

Daniel Ralph, post: 396820, member: 8817 wrote: Before you do anything. Dial 811 and get the underground utilities located. Driving a bar or drilling ...

8 years ago
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RE: Advice for penetrating New England dirt needed

kjypls, post: 396726, member: 9749 wrote: I have always had good luck countersinking the spikes a bit and putting a rock on top of it. I've been plan...

8 years ago
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RE: Advice for penetrating New England dirt needed

Ken Salzmann, post: 396706, member: 398 wrote: One more thought - I've found a 12" spike sunk down a few tenths and covered survives the frost much be...

8 years ago
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RE: Advice for penetrating New England dirt needed

Tom Wilson, post: 396666, member: 247 wrote: Not going to happen in New England, frost everywhere, very deep some years (4'+) and very little other ye...

8 years ago
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RE: Advice for penetrating New England dirt needed

RADAR, post: 396571, member: 413 wrote: I might suggest setting reference points, before you pull the spikes. That way, you can check to see that poin...

8 years ago
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RE: Advice for penetrating New England dirt needed

Kent McMillan, post: 396587, member: 3 wrote: The other element would be to make a wooden or high-density plastic template that the SDS bit will just ...

8 years ago
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