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MightyMoe
MightyMoe
@mightymoe
Member P&R, Founder
Joined: September 22, 2010 9:13 am
Last seen: October 10, 2026 1:50 pm
Topics: 1006 / Replies: 9703
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RE: State Plane and LDPs

@norman-oklahoma That would change the dynamic. It would be the same as retracing an 1880 GLO survey,,,,,,,,, use the bearing basis the original wa...

5 months ago
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RE: State Plane and LDPs

@norman-oklahoma A two degree convergence is large. When doing retracements you have to be aware of the convergence and deal with it when necessary...

5 months ago
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RE: State Plane and LDPs

State plane there is fairly benign, 69ppm, the LDP is quite precise at 3ppm, 3ppm at those distances is pushing the limits of modern measurement devic...

5 months ago
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RE: Setting Corners with RTK

I'm with Bruce on this one, we're lucky to be able to check mountains of DOT static run control, they're probably over the top with their surveys, but...

5 months ago
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RE: Measurement issues in providing reference measurements to locate existing monuments

Two stone examples: I went through most of a township. The first example is a found marked firmly set stone, 140 years in place so I left it with...

5 months ago
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RE: Setting Corners with RTK

Two main issues with a single base are multipath interference and is the receiver over the point at the HI entered into the unit. Using a second base ...

5 months ago
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RE: California CRTN Users-A few questions

@shelby-h-griggs-pls Would love to hear some real world results from one of those products on a large scale project.

5 months ago
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RE: California CRTN Users-A few questions

I wonder if one of the services provided by vendors like the Trimble Centerpoint RTX system would be exactly what you need. For that size of project i...

5 months ago
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RE: Elevation affect on staking with GPS

  Yes ground or grid, but from the xlckpx's wording it's about grid,,,,,,,,I think. Ground distances will be smaller by the ratio of approximat...

5 months ago
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RE: Elevation affect on staking with GPS

If I put in a coordinate of 10,000, 10,000, El.500, inverse to 20,000, 10,000, El.500 I will get due north 10,000 feet. If I put in coordinate of 10,0...

5 months ago
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RE: Elevation affect on staking with GPS

I don't know anything about what program you have, but the question is self-answering.  

5 months ago
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RE: California CRTN Users-A few questions

Well, the "correct" position should be defined by the OP. What does he want to hold. Typically, we will run control today on NAD83(2011) tied to CORS ...

5 months ago
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RE: California CRTN Users-A few questions

Seems like the main question is: are the resulting coordinates correct or not? If they are then the system is working correctly, if they are not the...

5 months ago
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RE: Significant numbers

I've seen some impossible situations. There have been a few projects show up at the office with a design in autocad without any control data. Not that...

5 months ago
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RE: Significant numbers

Always, it's easy, the first step with any project.  

5 months ago
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RE: Significant numbers

We always did one thing once we were presented with truncated coordinates. That happened often in the days of NAD27 since people didn't want to type o...

5 months ago
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RE: Significant numbers

Truncating coordinates disconnect those coordinates geographically. Without metadata they are the same as a set of 10,000, 10,000 with a compass beari...

5 months ago
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RE: Significant numbers

Truncating was SOP back in the day. Normally working with state plane we would remove the million number. A northing of 1,500,000 would become 500,000...

5 months ago
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RE: Significant numbers

The coordinates aren't normally scaled from the origin point of the zone. That would defeat the purpose of the project scale factor. In fact, it isn't...

5 months ago
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Replies: 38
Views: 3882
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