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MightyMoe
MightyMoe
@mightymoe
Member P&R, Founder
Joined: September 22, 2010 9:13 am
Last seen: October 12, 2026 4:14 pm
Topics: 1006 / Replies: 9709
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RE: GIS again

We already know that the old hand drawn maps the city/county created will underlay better in Cad when scanned and aligned than the GIS lines. It's qui...

1 year ago
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RE: False Point to Compensate for Distance Discrepancy

I do believe you're correct, basically an LDP with the Central Meridian passing through the set-up point. I prefer to set-up my own if that's what the...

1 year ago
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RE: False Point to Compensate for Distance Discrepancy

I'm not the guy for this one, but there are some DC programs that will "set" your survey to "ground" using GPS equipment with no reference to a projec...

1 year ago
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RE: False Point to Compensate for Distance Discrepancy

I checked recently and the new given Scale Grid Factor for the Central Meridian of a local 2022 zone will be 1.00025 (5 places). The designers have fi...

1 year ago
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RE: False Point to Compensate for Distance Discrepancy

That's what we do for DOT, if our DAF is 1.000235, we show it as 1.000235000. That makes them happy. That relates to 235PPM or 2.35' in 10,000'. For u...

1 year ago
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RE: root mean square workflow?

To meet those standards be sure your GPS data is tight, you don't need 10 hours per point on different days. You can occupy pt#1, collect data for sta...

1 year ago
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RE: False Point to Compensate for Distance Discrepancy

The combined scale factors are derived from the elevation (ellipsoid height) and the grid scale factor. Multiply them together and you arrive at a c...

1 year ago
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RE: Trimble S5 & TSC3 issue with resection

When I started I often used Resection, almost every small job. Setting up a point that would observe most of the site was more important than traver...

1 year ago
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RE: False Point to Compensate for Distance Discrepancy

The CM of your zone is W81d, your project is near W81d12' and your convergence angle is 0D06' which means close to 1/2 of the longitude angle between...

1 year ago
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RE: GIS again

I'll have to say yes and no, the photos have become much better, the parcel lines have become worse. The 1980's parcel lines were positionally bette...

1 year ago
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RE: root mean square workflow?

A metes legal description is OK? Almost no bounds calls? Chefs kiss is SF to 1/100trillion

1 year ago
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RE: root mean square workflow?

I don't have the words for that thing, excessive is a start.

1 year ago
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RE: False Point to Compensate for Distance Discrepancy

SF at your location is about 50ppm, you will need to shoot a distance of 1000' to see a difference of .05'. That's at 100' elevation.

1 year ago
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RE: False Point to Compensate for Distance Discrepancy

If it's a simple grid-ground issue, the entire process is glitched. You have bigger issues than false points.

1 year ago
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RE: root mean square workflow?

That control cert is wild. The state board concocted that thing up?

1 year ago
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RE: False Point to Compensate for Distance Discrepancy

0.07' is unacceptable for small control projects. I would expect to see nothing over .03' with today's equipment. It's possible mixing GPS and TS has ...

1 year ago
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RE: False Point to Compensate for Distance Discrepancy

I'm moving slower here, about .15' in twenty years which will be .65' in 100 years, but still way too far to be acceptable. That's the importance of g...

1 year ago
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RE: root mean square workflow?

A scientist buddy of mine once quipped; "95% confidence level is a wild ass guess". Simply put it's a range (ellipsoid usually in surveying) where y...

1 year ago
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RE: GIS again

We got a nasty job recently cause of how OnX was being used for hunting. It included bullets hitting houses with people in them. The owners complained...

1 year ago
Topic
1 year ago
Replies: 16
Views: 2900
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