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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: Any civil3d experts here?

My workflow has always been to export DXFs from Civil 3D using WBLOCK, so I can strip out any unimportant items (and layers) to reduce file bloat and ...

4 years ago
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RE: Plane coordinate problems

There is a benefit to have boundary surveys geo referenced. Because standard survey practices seem to drive survey law most states have not yet codifi...

4 years ago
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RE: Subdivision VS. Recombination

How then would you classify an instance where two parcels, formerly of the same parent parcel, are now in same ownership and the land owner would like...

4 years ago
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RE: Plane coordinate problems

We can't compute these from lat/lon without ellipsoidal height, the missing element from NAD27. This can be demonstrated empirically with NCAT. Take ...

4 years ago
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RE: What is your favorite On-Line Civil 3D training? Best value?

I'll second the recommendation of the Fundamentals for Surveyors book above. I've not actually run through the course itself, but I have heard goo...

4 years ago
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RE: Subdivision VS. Recombination

A recombination is simply a resurvey of two parcels with the intent of removing the common line between them. The lines are already established, we're...

4 years ago
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RE: Electronic survey seal signature etc TBC

What are your deliverables? Raw data? TBC reports? For any PDF I'd simply add a digital stamp & signature that has been worked up in CAD or scann...

4 years ago
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RE: Incessant Client Phone Calls

I've recently had/have a client who ends every email with: "Will we receive these files today?" Haha, maybe he's just a major league a**hole and t...

4 years ago
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RE: Nad27 to nad83 ncat

I'd be skeptical of creating a custom calibration or transformation unless I had plenty of monuments to go off of. As a general rule if a someone want...

4 years ago
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RE: Nad27 to nad83 ncat

NEVER use the Molodensky 3-parameter transformations. Joel is using Trimble-speak. "Molodensky" where NAD83 job coordinate systems are concerned = ...

4 years ago
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RE: Plane coordinate problems

Again, using state plane distances to compute acreage produces a meaningless number and you should know that. Working in the shale plays of Texas, ...

4 years ago
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RE: Plane coordinate problems

Again, it doesn't matter because after you divide the grid distance by the combined factor, the distortion is near zero. I'd say it does matter in ...

4 years ago
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RE: Plane coordinate problems

It dosen't need grid to do that and that's pretty slick. But in cases where there is a grid, say state plane, what does it do? Same routine, actual...

4 years ago
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RE: Plane coordinate problems

If the grid is state plane, then to get to ground distance, your equipment has to calculate two scale factors, two elevation factors and average corre...

4 years ago
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RE: Plane coordinate problems

@dmyhill I'd argue that the conceptual knowledge is absolutely accessible to any user of these systems nowadays. There are dozens of references and ...

4 years ago
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RE: Drone for surveying

Dunno about "best" but we are extremely happy with these folks:

4 years ago
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RE: Surveys, Guns, and Racism ... Oh my!

Here in NYC we typically show lot areas to the nearest 0.1 of a square foot, if we were to round to the nearest square foot we'd be getting calls from...

4 years ago
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RE: Plane coordinate problems

There was/is a BLM program that easily dealt with cadastral true north calculations, Geodetic COGO or GOGO, I think. Used it in school, I was luck...

4 years ago
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RE: Need answers SOS

I got downvoted for saying the same thing, when OP posted the same thing in another thread, and then everyone else tripped all over themselves to give...

4 years ago
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RE: Plane coordinate problems

The DOT survey was a metric era survey and it was interesting. The control shown is metric in state plane, distances for the drawing were shown as met...

4 years ago
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