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kevin-hines
kevin-hines
@kevin-hines
Member
Joined: March 5, 2014 9:16 am
Last seen: November 19, 2024 10:38 am
Topics: 30 / Replies: 844
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RE: Corner Crossing . . .

No, not every state has right-of-trespass for surveying.

4 years ago
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RE: New member - NS, Canada

Welcome to the forum.

4 years ago
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RE: EC With a Pool

@andy-j?ÿ All but one of the EC's I've done have been at 300' MSL or above, with Flood Zones and Special Flood Hazard Zones being the product of the ...

4 years ago
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RE: New Member

Welcome to the forum.?ÿ I'm looking forward to reading your contributions. ?ÿ

4 years ago
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RE: EC With a Pool

Like @andy-j, I've done numerous with inground pools.?ÿ You don't have to do anything special, except record the pad elevation of the filter/pump.

4 years ago
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RE: Architect - Curious about Surveying

Welcome to the forum.?ÿ I'd advise against staking your own designs until you have a few years of construction staking under your belt.?ÿ The adage, "...

4 years ago
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RE: Accept or Reject

I'd show them just as you have, label the stones having providence from the GLO survey of 1903 and the brass caps from the GLO resurvey of 1921. I'd d...

4 years ago
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RE: New Member - Mapping and Surveying Technician from VA

Welcome... Many different types of issues are discussed on this forum with just as many proposed solutions or actions to follow.?ÿ Keep an open mind a...

4 years ago
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RE: How best to deal with 'on-line' monuments

...thence N 54-23-37 E, passing through a 5/8" square iron rod at 56.75', for a total distance of 275.44' to a 4 inch diameter worm gear screw marking...

4 years ago
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RE: Expert Measurements

Send a copy of your map and his to the board with a complaint form. If this expert measurer is ignoring original monuments, and failing to to do a com...

4 years ago
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RE: Horizontal flat projection distance vs true slope distance

It appears that you are trying to learn & understand the art of surveying. If you are trying to understand the basics, you might want to visit NCE...

4 years ago
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RE: Very Basic Total Station question.

This is the simplified response...You either key in your back sight azimuth in your data collector, or have coordinates for both points in your data c...

4 years ago
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RE: Basic Behavioral Procedures in Court for Surveyors (or any other reason for you being there)

IANAL = I Am Not A Lawyer (I think???)?ÿ @jitterboogie and his texting acronyms.... ?ÿ

4 years ago
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RE: Setting "In-Line" iron stakes

The points on-line that I have set with some degree of frequency are 7' t-posts.?ÿ I've never been asked to set pins on-line and personally disagree w...

4 years ago
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RE: Micromanaging 465...

@skeeter1996?ÿ That was shorthand for me attempting to tell you that @jitterboogie received the email, not me.?ÿ I guess I should have used my words ...

4 years ago
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