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MightyMoe
MightyMoe
@mightymoe
Member
Joined: September 22, 2010 9:13 am
Last seen: June 5, 2026 2:43 pm
Topics: 989 / Replies: 9551
Topic
Replies: 19
Views: 1374
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RE: Am I the only one who thinks this is wrong?

We've gone back and forth over this for years. I don't care about it at all, on the other hand I make the labels go the direction of the legal. But it...

2 years ago
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RE: Data Management

The first coded F2F system I used what was called HASP, not the HASP that you think of today. It used numerical codes (circ. 1985). 100 was breakline ...

2 years ago
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RE: Connection between GPS coordinates and local coordinates.

To calculate it correctly you need to have the rotation between your local system and UTM. Here is pt 40 and the rotation to geodetic north (astronom...

2 years ago
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RE: Data Management

For point numbers we use DOT convention, since it flows well with our work. 1-200 is control, 200-400 are calculated points (they get deleted constant...

2 years ago
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RE: Closed Loop Traverse

I don't do that anymore, but when I did only the circumstances mattered. Basically, what is the best most efficient way to run the traverse, clockwise...

2 years ago
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RE: Connection between GPS coordinates and local coordinates.

Do not use 0,0 for any local point. That will send you into all four quadrants with positive and negative coordinates. There are a number of ways to ...

2 years ago
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RE: GIS fun

It's something to behold. I had one project where an engineering company hired me to do some property lines. I gave the lines to them in SP as they r...

2 years ago
Topic
2 years ago
Replies: 3
Views: 809
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RE: Property boundaries location with 100-year survey plan

It appears that 11344 was a claim of 80 acres and was split into two claims, and possibly the division line isn't staked. There are two basis of beari...

2 years ago
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RE: Property boundaries location with 100-year survey plan

This is advanced level land surveying, it really would be best to get a local surveyor experienced in these tracts if one is available. Often there w...

2 years ago
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RE: Property boundaries location with 100-year survey plan

I can download them using the three dot icon when I click on the file. There are three mining claims that I presume were "proved up" and now are parc...

2 years ago
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RE: Monumenting Lines With Jogs

That photo of the toe doesn't look like it's a contender for a "natural" monument call. If the landowner is building a fence it would be best to use i...

2 years ago
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RE: Monumenting Lines With Jogs

Ditches and canals are covered by statute here. There is a statutory easement granted, so it doesn't matter if they shift position, they are still ins...

2 years ago
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RE: Monumenting Lines With Jogs

I might simply call out the toe, setting a cap on it with a witness corner at the begin and end of the toe and describe it with B&D at the time of...

2 years ago
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RE: Resection in SurvCE 6.17 problem

I'll assume that you're lying west of the prime meridian, east of the international date line and south of the equator. I'm north of the equator and ...

2 years ago
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RE: Monumenting Lines With Jogs

I had a local attorney who wanted to split the old homestead. We started along the crest of the left side of a drainage, By the time he was finished I...

2 years ago
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RE: US Survey Foot or International Foot

Use the defined value for Indiana. If that's US feet don't change to international. It could be either a statute or basically an agreement with NGS.

2 years ago
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RE: Detail Surveying and Creating GNSS Control

If you're not processing the static, there isn't much reason to spend an hour on the point. Might as well simply hit the store on the DC and start sur...

2 years ago
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RE: Retracing the centerline of a 111 year old highway

I just got a bit of time to look at the drawing in autocad, what I looked at checked out perfectly. The radius is chord defined, Even degree of curve...

2 years ago
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