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scottysantafe
@scottysantafe
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Joined: January 20, 2015 8:59 am
Topics: 2 / Replies: 60
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RE: Zenith Angles

Is your instrument height equal to your target height?

9 years ago
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RE: Are Fd rods, or monuments, more accurate than set?

Jim in AZ, post: 326496, member: 249 wrote: Okay - assuming A&B have common corners along one line... Are you saying that if you are surveying B's...

9 years ago
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RE: Are Fd rods, or monuments, more accurate than set?

Jim in AZ, post: 326469, member: 249 wrote: What do you mean by Owner A and Owner B? Are A & B sequential owners of the same parcel, or are A and ...

9 years ago
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RE: Layers on/off vs. Freeze/Thaw

yswami, post: 324327, member: 7679 wrote: Aloha,In Carlson Survey with Intellicad...What is the difference between these two? Why would one prefer one...

9 years ago
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RE: After Acquired Title

1) How universal among the states is this principle?I've never heard of it before.2) It mentions a quitclaim shall not operate as an estoppel. Can som...

9 years ago
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RE: Are Fd rods, or monuments, more accurate than set?

Here is an example of how the OP would be applied. I apologize for straying off topic.No disrespect intended.BTW, I agree with your basic idea. I th...

9 years ago
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RE: Are Fd rods, or monuments, more accurate than set?

thebionicman, post: 323288, member: 8136 wrote: Contrary to popular belief the 'original surveyor' presumption is limited to just that, the original G...

9 years ago
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RE: Are Fd rods, or monuments, more accurate than set?

dmyhill, post: 323271, member: 1137 wrote: If I am the original surveyor, that rebar and cap becomes the corner in about the time it take for the ink ...

9 years ago
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RE: Are Fd rods, or monuments, more accurate than set?

Jim in AZ, post: 323231, member: 249 wrote: Excellent question! I have always been taught that a monument becomes a "corner" as soon as it is relied u...

9 years ago
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RE: RTK, Static and conventional

> > > New Mexico East of the Rio Grande > various zones of the Texas Coordinate System extend perfectly into the part of New Mexico Perfe...

10 years ago
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RE: RTK, Static and conventional

> The Texas Coordinate System works great at 2300 ft. and 5300 ft. as well. If we ever have to repo New Mexico East of the Rio Grande, I'm sure it...

10 years ago
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RE: excel conversion help-format

I'm not sure about your end use, but it can be done if you split the output data into 3 columns (whole feet, whole inches, fractional inches). Use th...

10 years ago
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RE: Printed page to ASCII

I've been able to use the pro version of Adobe Reader to convert point tables from scans of old engineering drawings to an excel spreadsheet. From ex...

10 years ago
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RE: Recording of Surveys

New MexicoSubdivisions - yesBoundary Surveys - yes (if measurements are significantly different)Corner Records - no (could be recorded as misc. docume...

10 years ago
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RE: Here's a title issue I've never encountered before

HijackThere seems to be a lot of burned down courthouses in this thread. I'm curious. Do others work in counties with similar situations? Do you kn...

10 years ago
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RE: Unlicensed Surveyor--Reloaded 🙂

Yswami,Thanks for the thought provoking post. From what you've posted, you are not doing anything illegal or even wrong, but is what you're doing the...

10 years ago
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RE: Venus! Star shot help

I recommend "A Manual on Astronomic and Grid Azimuth" by R.B. Buckner. It's available from Larry P, a frequent poster on the forum.

10 years ago
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RE: Venus! Star shot help

> Venus is west of north, hence t = LHA. If LHA > 180deg, t= 360deg - LHA, t is east and positive (+)If LHA < 180deg, t= LHA , t ...

10 years ago
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RE: Real world problem based on the curve stationing below.

> Another curve in the same set of plans yields PC+2T=Ahead, but that answer does not look right with whatever is there no matter how much my imagi...

10 years ago
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RE: NCEES SQUARED Publication shows the numbers.

Ha. I've also looked at those stats and wondered. One, is there a surveying Shangri-La lurking out there somewhere, and two, is there a formula that...

10 years ago
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