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Norm
@norm
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Joined: July 27, 2010 6:35 am
Last seen: April 9, 2026 1:19 pm
Topics: 80 / Replies: 1251
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RE: Civil Engineer: Importance and effect of Survey Data, Coordinate systems, and Civil 3D Topo

When I was a survey manager the call for help I most often got was from CADD people working on an engineering project who imported our survey data and...

9 months ago
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RE: What is the Meaning of VRMS?

Agree that results are optimistic when seeking true height. The precision of 180 observations do not indicate a truly accurate (correct) height. We p...

10 months ago
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RE: The most pin cushions I have ever seen in one place

I suppose the most memorable pin cushion we found were 3 monuments marking one corner all with the same surveyor's number atop. You can put a bushel b...

11 months ago
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RE: ROW

Maybe I shouldn't say we didn't get very far based on what I'm reading here. We did get ROW staking removed from the construction manual. In other wor...

1 year ago
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RE: ROW

@peter-lothian I hope before I die some private owner will have the resources to try one of these in court. The outcome would be interesting if argued...

1 year ago
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RE: HP 3800A Distance Meter Operating Manual

@hbrisson I sent it by private message

1 year ago
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RE: Area of a Parcel

I've had my eye on this topic for a few days. It's hard for an old fella like me to believe it was raised. We never ever trusted linework for calculat...

1 year ago
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RE: My boundary is a stone wall. Where is the line?

@not-my-real-name It was late and I basically read the subject line and responded. We don't have stone walls on or near right of way here. We do ha...

1 year ago
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RE: My boundary is a stone wall. Where is the line?

If you know what your boundary is you have your line. It's your boundary.

1 year ago
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RE: As the world Turns

This reminds me of our new local city sub division ordinance a while back that required surveyors to " state plain coordinates on all new sub division...

1 year ago
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RE: Perfect measurers versus perfect measurers

If lot 6 was in coincidence with the govt line at the time it came into being, it still is. Pretty simple. The new survey should be retracing, not res...

1 year ago
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RE: Localizing to Find Boundary Corners

Like assuming the correct location is 9 feet from an original looking monument?

1 year ago
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RE: Demarcating Control Points

I was trained not to set a control point where someone might be searching for a property corner. Did we quit that practice? Also was trained to figure...

1 year ago
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RE: Station and offset or bearing and distance

ROW design is developed from road design alignment. Everything else is once or more removed from that criteria.

1 year ago
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RE: Grid & Ground

That's because the original design for state plane anticipated everyone would reduce ground measurements to sea level. There was no 1: 10000 criterion...

1 year ago
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RE: Grid & Ground

I'm not sure what the question is referencing. I'd need to hear the question and answer. I see the NGS zone design criteria has been relaxed to 50 ppm...

1 year ago
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RE: Grid & Ground

@mathteacher My opinion is that for 99% of surveying purposes any distortion less than 20 ppm between grid and ground is not worth discussing other th...

1 year ago
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RE: Grid & Ground

If this discussion doesn't scare you enough to use SPCS2022 as ground it should. We saw the scale settings mishandled by the users and the software e...

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

@field-dog 2 cm off on one point and 2 cm off the other way on the second RTK derived control point and walla. 0.06 - 0.07'

1 year ago
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