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lurker
lurker
@lurker
Member
Joined: December 5, 2014 5:56 pm
Last seen: June 7, 2026 9:42 pm
Topics: 8 / Replies: 1124
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RE: Fence remnant

@r-leonard Such a cynical view of the surveyor should be supported by evidence. If you have that evidence it should go to the board. Without the evide...

4 years ago
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RE: Fence remnant

I'm assuming the survey is signed. Call the surveyor and ask for information on the type of fence remnants he found. Out of curiosity, why is it impor...

4 years ago
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RE: Earthworks

It sounds to me, it is because someone told you to.

4 years ago
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RE: The benchmark is just over there - on the other side...

This is perfect use for static gnss observations. Along with the question of who is going to prove you wrong.

4 years ago
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RE: View Easement

I'd just take a trig shot on the finished floor of 202 and then set a reference point at the base of all the trees to be lopped so that they could mea...

4 years ago
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RE: Asking for a friend

@bill93 How many thousandths are there in the difference of edge and center of the water column due to cohesion?

4 years ago
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RE: How to get paid at closing (escrow)

Have them convey the property to you with your agreement to convey the property to xxxxxxxx upon the payment of the survey fees. They want you to trus...

4 years ago
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RE: Fed up with Foresters

@murphy I'm glad to see the state of Maine recognized a deficiency in the laws from "Roman times" and has made it clear the onus is on the owner of th...

4 years ago
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RE: Fed up with Foresters

@murphy The idea that it is the person being transgressed against responsibility to prevent the transgression is laughable. The onus is on the transgr...

4 years ago
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RE: Bearing rotation stake out error

@chris-bouffard Pretty much what Rover83 said. I don't want the field data getting mangled by a mistake someone makes trying to adjust it. Leave the f...

4 years ago
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RE: Bearing rotation stake out error

Typically, powerful software needs a powerful operator. Likewise for simple software.

4 years ago
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RE: Bearing rotation stake out error

@rick13 Cogo the points you want from the plat information. Assign coords to 1 point of the plat and then proceed from that point the bearing and dist...

4 years ago
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RE: Bearing rotation stake out error

@rick13 I'm with everyone else. Never rotate field data, don't adjust field data. Make the plat or whatever information you have match what you have f...

4 years ago
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RE: Building layout issues

@frozennorth Thanks for the explanation. I have never encountered a design done on state plane or UTM. It was always relative to itself and property l...

4 years ago
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RE: What's the most you've seen GE off?

I have definitely seen images half the width of a city block off. Obvious because you can see the streets do not line up.

4 years ago
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RE: Building layout issues

@frozennorth I'm curious. If the building is supposed to be 200' from one corner to the other, do the state plane coords for those corners inverse at ...

4 years ago
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RE: Static GPS discrepancy

Is it being processed with an additional 170mm from the antenna bottom of mount to the slant measure point? Typically you can enter a vertical HI to t...

4 years ago
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