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rover83
rover83
@rover83
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Joined: March 17, 2016 9:10 am
Last seen: September 30, 2026 11:39 am
Topics: 25 / Replies: 2317
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RE: Affordable GPS

@crashbox How are processing & adjusting your data for control and linework? Does Emlid have post processing software, or export a format compat...

3 years ago
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RE: RTN elevation question - rookie

CRTN does not provide a network solution. Yeah this is a big one. An RTN is not necessarily "a VRS". We've been bitten by that a few times here in...

3 years ago
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RE: Trimble Data Transfer

Post a photo and any other identifying information of it so I can track one down. Looks to be P/N 89850-00.

3 years ago
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RE: I give up. Stoopid maffs.

But the first swinging a second angle onto a first angle means swinging it onto an angle that has a SD that hasn't been solved yet. For example, if yo...

3 years ago
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RE: Best practice for creating survey drawings?

So if for example the HORIZONTAL distance (dimension) states 100' between 2 property corners (points), but the ACTUAL "slope" distance is actually say...

3 years ago
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RE: GNSS/TS Traverse with Trimble Access

an averaged point in TA is seen as a computed point which is held higher than adjusted in TBC. Nope. Network adjusted takes precedence, then traver...

3 years ago
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RE: GNSS/TS Traverse with Trimble Access

SOP for us is to set up with a typical projection (usually state plane) and apply a project scale factor if appropriate, to keep checks between GNSS/T...

3 years ago
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RE: Best practice for creating survey drawings?

Short answer? The linework is almost always drawn using 2D figures rather than drawing 3D lines between the elevated points. (Or we use the FLATTEN co...

3 years ago
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RE: Seasonal High Water (SHW) line

"Mean high water" is a measurement of where the water line of a body of water (sea, ocean, lake, or river) intersects uplands. "Seasonal high water" ...

3 years ago
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RE: Trimble workflow

COGO --> Compute Point --> Bearing & Distance should get you what you want.

3 years ago
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RE: Easement Terminations

Option B in my opinion will allow the contractor to excavate around the catch basin where as Option A will not. With Option A, half of the catchbas...

3 years ago
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RE: NAD83/94

Somebody is copying various spec sources and mixing them. Ask them if they mean NAD83(1994) which is the Nevada HARN realization and maybe what the de...

3 years ago
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RE: NAD83/94

is that as wrong as it looks? Probably. Time to ask for some clarification.

3 years ago
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RE: How to handle a Pin Farmer

I'm not sure when we started arguing about the boundary resolution. The issue is not that two surveyors' opinions differ, it's that no one has any ide...

3 years ago
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RE: Carlson to C3D loses multiple codes

It's highly unlikely that you are losing codes. This is most likely a point label style and/or description key issue. Tell your C3D user to open the...

3 years ago
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RE: How to handle a Pin Farmer

I contacted the Surveyor, newly licensed, who had set the new pin by email requesting his methodology and reasoning for setting a new pin. I assume...

3 years ago
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RE: Lidar Surveying

Are you asking how much it costs?

3 years ago
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RE: Filing date or execution date for senior rights determination

Notice is critical if the same description is sold twice. That's a title principle. But what is not clear in this discussion is whether the same rule...

3 years ago
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