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lurker
@lurker
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Prominent Member
Joined: Dec 5, 2014
Last seen: Nov 17, 2024
Topics: 7 / Replies: 918
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RE: It's Plotting Sideways!!

I have had the same experience with an HP plotter. It takes numerous iterations of the print settings in the HP driver in order to finally get the ori...

2 weeks ago
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RE: Disagreements when applying Google Street View to decode aerial data

Are you guys really using orthophoto data to determine whether or not a setback is violated? There is zero chance I would rely on orthophoto data for ...

3 weeks ago
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RE: Disagreements when applying Google Street View to decode aerial data

Just out of curiosity, why does it matter if a roof is decoded using the gutter or ignoring the gutter? I don't know anything about decoding ortho ima...

3 weeks ago
Topic
3 weeks ago
Replies: 2
Views: 2
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RE: Gap/Title issue

Is it fair to say lots 14, 15, and 16, of Govt Lot 5 Were subdivided by plat to the northline depicted by the 5/8" rebar 42.58' south of the intersect...

3 weeks ago
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RE: Trouble Deciphering...

<div>North Range (?) five feet </div>North Range five (5) west of the

3 weeks ago
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RE: Multiple lots, same plat number, the lots changed over the years, need advice

<div>From each subdivision map, you can see that the two lots were lot 5 originally.</div>Post the map so we can see what you are talking ...

3 weeks ago
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RE: quick RTK Base/Rover question

I'm not sure if it really matters, but I'm thinking I want a correction based off the same constellation of sats. As opposed to the base sending a cor...

3 weeks ago
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RE: Property boundaries location with 100-year survey plan

Good find and nice pictures. the prettiest picture would have been the one you took after putting the rod back in the same place you found it.

4 weeks ago
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RE: Am I the only one who thinks this is wrong?

Make the effort to remember that the bearings used in a metes and bounds description on a survey plat should agree with the labels on each boundary ...

4 weeks ago
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RE: Connection between GPS coordinates and local coordinates.

You need a point in the local system that has a known UTM coordinate. Without that you only have 2 coordinate systems that have no relationship to eac...

1 month ago
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RE: Is This Fair/Legal?

To my knowledge rural area surveys have always been allowed more leeway than urban areas. Why should a farmer have to pay for the precision necessary ...

1 month ago
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RE: Prism constant for Nikon?

So I think this explains it. The refraction correction is typically 1/7th that of the curvature and opposite. Thus the following that I found adds con...

1 month ago
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RE: Prism constant for Nikon?

This is of no real help to your question, but you should be aware many data collectors will also apply the curvature and refraction correction so one ...

1 month ago
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RE: Carlson BRX7 and Skyplots from Rinex Files

He's getting positional value from the GNSS satellites. He wants to know their azimuth above the horizon so that he can exclude the ones that may not ...

1 month ago
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