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wayne-g
@wayne-g
Member
Joined: August 17, 2013 12:02 pm
Topics: 47 / Replies: 922
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RE: ALTA

Well Jim, it wasn't me either. Super CAD & Super Crew's do that drive by stuff. Dumb arses put their alleged seal on to make it official. Hope ...

10 years ago
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RE: Gridline Layout Advice

CT, fully understand the apprehension part of your concerns. I had them too, and wouldn't even resection for a while, until I got convinced. I've be...

10 years ago
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RE: Intersecting slopes in a dtm

The way I used to do it was create multiple surfaces. Then you can manage them yourself. But I am very far from an expert on this, I just looked for...

10 years ago
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RE: A delicate topic

Ok, to undo the sensitivity parts - I've got a few friends (60 - 70 ish) who swear by that stuff of variable brands you've named. I think it's goofy,...

10 years ago
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RE: pipe runs & structures

I'm with Kevin here. I stake the C/L of structures. For curb line CB's I'll set a 5' off back of curb stake too, to go with the regular grade stakes...

10 years ago
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RE: GPS calibration

Good points Norman. Kind of a good case for calibrating to local, and make your own decisions. Just check into as much as you can afford to locate a...

10 years ago
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RE: Grid to Ground Coordinates

What Shawn said. My understanding is all any GPS receiver does is measure lat, long, & height (on the elipsoid). Everything else is software of ...

10 years ago
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RE: Gridline Layout Advice

I stake out buildings all the time in a similar manner. I prefer staking the column lines on some pre-determined offset, as opposed to setting founda...

10 years ago
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RE: non surveyor looking for info please

New Handle Same Troll> At least the one in the other thread properly punctuated sentences as opposed to this one with little to no punctuation (whi...

10 years ago
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RE: GPS calibration

> Ok here's the deal.. Gotcha grasshopper and you'll likely get beat up a bit by experts beyond my expertise.Calibration, localization, local datum...

10 years ago
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RE: What do you do with your old rebar?

Make one of these guys, only taller. I'll send you a cone.

10 years ago
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RE: non surveyor looking for info please

> The short answer is that it can be done, but having as much original data is one of the biggest controlling factors to help you get precision.Yes...

10 years ago
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RE: non surveyor looking for info please

Thank you looking4 for that polite reply. Like many other "professionals" on this board, I've been at it for almost 40 yrs. 20 plus in self business...

10 years ago
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RE: non surveyor looking for info please

> A novice with a GPS devise is like a toddler with a loaded revolver.Or in my neck of the woods, a 9 yr old with an Uzi and can't handle the recoi...

10 years ago
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RE: non surveyor looking for info please

I'm with the gang of "hire a professional surveyor" to solve your seeming problem. I'll add one comment though that you mentioned above wherein you "...

10 years ago
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RE: What is a "Dugout" (from old fieldnotes)

I'm with the crowd that it would imply something man made, as in dug out. Somebody had to dig it out. There are lots of other terms that apply to na...

10 years ago
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RE: Are Prism Constants always negative?

You Arizona guys are kinda smart. Except it's always hot where you are Dave...lolWhat is the old carpenters motto.. measure twice, cut once. Then th...

10 years ago
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RE: Proper procedure to double angles when staking out

Wife or Tripod: Which is more stable? err...no comment!cheers to ya rfc and wish you the best of the best. Keep it going.There is a guy out this way ...

10 years ago
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RE: Proper procedure to double angles when staking out

Thanks Bill. I think some of us old timers know the difference, and yes we all had to learn our way up. When I started there was no internet, there ...

10 years ago
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RE: Deed Restriction Enforcement

"Deed Restriction EnforcementI'm not sure how it works in other states and/or parts of the world, but in my over simplified & complicated world th...

10 years ago
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