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Kris Morgan
@kris-morgan
Member
Joined: July 1, 2010 1:41 pm
Topics: 123 / Replies: 3753
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RE: bad robot topo shots

Jim Frame, post: 369966, member: 10 wrote: In my early robot days (not all that many years ago) I once took over 60 shots to the backsight before noti...

9 years ago
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RE: bad robot topo shots

Paul, post: 369856, member: 624 wrote: In the past, I've seen where a field crew will come back with data stacked up on whatever control point they we...

9 years ago
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RE: DWG to KML

Dan Patterson, post: 369779, member: 1179 wrote: I have a client that inputs a lot of my work into a GIS that he maintains. He has requested a KML fil...

9 years ago
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RE: Pulling short distances with steel tape

Larry Scott, post: 369556, member: 8766 wrote: He describes one chain, not two. And different tensions at 10 lbs at 100 ft v 20 lbs at 200 ft. And was...

9 years ago
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RE: Pulling short distances with steel tape

paden cash, post: 369466, member: 20 wrote: We use to have to remember stuff like lc=2R(sin ëü) and 5729.5778...but not anymore [USER=20]@paden cas...

9 years ago
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RE: Pulling short distances with steel tape

zac stanton, post: 369427, member: 11630 wrote: Hi,I just got an old fashioned peerless lufkin engineers tape 200' long. I am new school, so I am not ...

9 years ago
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RE: Rare maps acquired by Texas General Land Office

I've seen some of the mounds and corners along that line. Years later, I was at a seminar about the final location. Extremely interesting and one of...

9 years ago
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RE: Sorry y'all

Why do I miss all the good threads........

9 years ago
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RE: Where Did the "First Surveyor" Doctrine Come From?

eapls2708, post: 367996, member: 589 wrote: "At times, the surveyor must determine whether he or she is retracing an "original survey" or a "first sur...

9 years ago
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RE: CALLING OUT STONES

Jacob Ellis, post: 368709, member: 11603 wrote: A few weeks ago I found this!!! Another surveyor had called out the stone and set a 38 bar...I could g...

9 years ago
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RE: Star*net: How to "rem out" a portion of a line?

rfc, post: 368713, member: 8882 wrote: I'm switching to "combo data lines" in Star*net (DV, M) rather than the "D", "V" and "A" lines. Using those, ho...

9 years ago
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RE: 1-point vertical calibration accuracy

Jon Collins, post: 368427, member: 11135 wrote: I'm with your boss. While others have good points as far as very small sites, checkins, good geoids et...

9 years ago
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RE: 1-point vertical calibration accuracy

algallop, post: 368370, member: 8394 wrote: My boss, a licensed surveyor for many years, taught me that in order to get accurate vertical readings whi...

9 years ago
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RE: Have you ever found survey gear?

Drilldo, post: 367828, member: 8604 wrote: We were working in Reeves county today and found two Trimble R8 battery packs. They were a few hundred feet...

9 years ago
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RE: Time to turn in machetes?

Tommy Young, post: 367421, member: 703 wrote: As I never, ever, plan on surveying in New York, I'm not turning in my machete. They can pry it from my ...

9 years ago
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RE: In the Top of a Fence Post on a POINT!

The only time I use "to a point" is for the center of a road or creek or some other meander line where I didn't set the corners. Otherwise, I think i...

9 years ago
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RE: Unfortunate pet name selection

Our dog is named Margarita after the drink that got me to agree to the rescue of a yellow half pit, half cur 8 month old puppy. We've had her for 5 y...

9 years ago
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RE: Charging for CAD files

Kimberly Saxton, post: 366894, member: 11531 wrote: Hello I wanted to get other's take on charging for CAD files. We are constantly burden by 3rd par...

9 years ago
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RE: Howdy from Texas

[USER=7]@Andy Nold[/USER], I was attempting to not appear as the resident redneck for the new guy. 🙂

9 years ago
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RE: Reconstructing 19th-Century Compass Surveys in Central Texas

Kent McMillan, post: 366917, member: 3 wrote: This is a different sort of problem. Yes I agree. Your particular flavor of narcissism and sociopathic...

9 years ago
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