r/civil3d

▲ 9 r/civil3d+2 crossposts

Construction Surveying vs Land Surveying

I’d like to reignite this topic, with the hopes that one day there will be a totally different license, for those of us who couldn’t care less about boundary.

For some context, I work in Illinois for a GC, performing layout, as-builts, settlement monitoring, scanning etc to aid the construction process.

Some owners or architects require a stamp by PLS or PE for asbuilts; Obviously not a bad idea, it gives some credibility to the asbuilts and shifts the liability to the person who signed off on it.

However- When you get into the real gritty world of construction surveying, my guess is 95% of PLS’ would tremble at some of the work I do on a daily basis. Sure regular old topos and measuring inverts are common to land surveyors. But explain to me how the current curriculum or exams will prepare a land surveyor for real construction work. It doesn’t. And to be fair most PLS don’t want any involvement in our world. To some, it’s beneath them.

And sure, in places like IL, CA and NY we have unions which gets us in the door. Great money too. But to an extent we have limitations. Many of us are bound to the field for our entire careers. You hit a ceiling that can’t be broken without getting that stamp from the state.

Much of what we do cannot be learned by books or adjacent experience. Only by direct involvement for a long period of time. By learning from those who came before you; Endless hours of studying blueprints and working with other trades in the field.

Explain to me where a PE or PLS knows how to do an anchor bolt survey, or how to take up a concrete building? Or how to field engineer caissons? Or aisc tolerances? Pci? Aci? Steel expansion rates or engineered camber for beams? Who’s willing to lay out windows on the edge of a building 50 stories up? Work on swing stages or boom lifts? Can they make decisions on the fly? While you have concrete drying or ten carpenters waiting on you to frame columns?

This is the true distinction between construction surveyors and land surveyors. Now I’m not saying every state should just hand out licenses to guys who’ve pounded hubs for 10 years. But there needs to be a lane for those of us who chose the trade route. Some credibility to sign off on the work we actually performed in the field. Work that a PE or PLS couldn’t perform as accurately, timely, or knowledgeably.

And by formally making this distinction, I think it does three things.

A. Helps land surveyors allocate their time to cadastral surveying and stops PEs being able to sign off on things they have no idea about.

B. Protects survey work to be performed by surveyors. Without legitimacy in the construction world, our work is susceptible to being stolen by other trades. A lot of it is, but that line will continue to blur.

C. It increases the bargaining power we all have. It’s simple. Gives us a bigger voice to preserve surveying before it all becomes deregulated.

If you’ve made it this far, thank you for hearing me out. This is not a rant- Simply a guy who sees the room for improvement in our industry, and cares to see the next generation exist.

reddit.com
u/Your_local_croissant — 7 hours ago

slope to surface sub assembly help

quick context: I have a wash using an assembly to show it being x' wide at bottom, having side slopes of 4:1 for x feet and then I want to have it slope from that point and connect to my residence FG at nearest point. in most cases on this design I can tell it to be like a 5% to my FG surface and it works fine, but there are a few spots where it does not.

Image shows the current assembly im using with the slope to surface and you can see it is going under the FG because thats where it has to in order to get to the surface. What subassembly should I use to have it just hit the closest point on the surface and the slope is whatever it is, so it shows more like the red line i drew in? Hope this makes sense. ignore any annotation as that was done for prelim design purposes

u/SonnyBeVapin — 14 hours ago

How to delete surface points inside of closed polylines?

https://preview.redd.it/18bs2c55lx0h1.png?width=578&format=png&auto=webp&s=344bfc2c70146e0f42a734bcbe42852f8c083bce

I have a base surface (black with grey contour lines and yellow/red slope shades). I have made gradings overtop of it (the blue polylines). How can I easiest combine these details? I figured deleting the points underneath each new grading would be simple, but there are TONS of points. Is there a function that deletes surface points within a certain boundary? Thank you!

reddit.com
u/Still_Software_5436 — 15 hours ago
▲ 17 r/civil3d

Civil 3D 2026

Hola, necesitó ayuda para encontrar el área de un polígono, está cerrado el polilinea y cuando intento buscar el área en propiedades no me las da, solo la longitud y la elevación, puedo buscar el área con la herramienta de parcela, pero quiero que cuando alguien le dé ahí y quiera averiguar sea más fácil y así también tener pruebas de que los datos están correctos, el problema solo es con ese polígono ya que con los demás me funciona bien, no se que pasa, otra cosa es que a un amigo le sale área pero su civil 3D es 2025, no se si tenga algo que ver y oye que tiene el 2026 igual que yo no le sale tampoco.

u/TheMasterChulo — 4 days ago

Years of experience with 2D Autocad design with recently learning Civil 3D career advice.

I have no degree in Engineering only an AS in Animation (Maya, etc.). I know Autocad well and have used professionally for many years but finding work in just Autocad 2D is rough, maybe impossible. I've learned Civil 3D through LinkedIn learning but am still having trouble with job test that I apply for. Looking for advice on solidifying my Civil 3D skills with some realistic practice and looking to put together a portfolio with practice files. Resources would be great.

reddit.com
u/Slow_Fudge4668 — 3 days ago
▲ 1 r/civil3d+1 crossposts

Laptop dgpu needed for basics of AutoCad, Revit, Staad and all

I am currently a civil engineering student , I am currently tight on budget and have to buy a laptop for basic learning of civil engineering software. I am confused whether i need a dgpu or igpu with good processor will do the work. Please tell me

reddit.com
u/Phantom42CBM — 3 days ago

Question about Civil 3d for irrigation network

Hello, may I ask a question? After I draw the pipes and fittings and check the model in 3D, everything looks fine. But when I split the screen into two views and monitor it in 3D using the shaded visual style, I notice that the fittings are not visible. What could be the problem?

Also, when I tried to create a profile for the first pipe, the profile appeared irregular and abnormal. What could be causing this issue, and what should I do to fix it?

https://preview.redd.it/pwmktcfrsn0h1.jpg?width=1080&format=pjpg&auto=webp&s=732c2c2db56fccfb7827c3cb5fd1abe5ad7a0839

https://preview.redd.it/xpclycfrsn0h1.jpg?width=1080&format=pjpg&auto=webp&s=ae23890235a96bcdc16e84bcbe09fa4e1d7a5a05

https://preview.redd.it/ak5xxcfrsn0h1.jpg?width=1080&format=pjpg&auto=webp&s=90a28d48e027a83d0ad48c6b44a37c4766429a7d

https://preview.redd.it/i1623dfrsn0h1.jpg?width=1080&format=pjpg&auto=webp&s=f5e3d2628dab1ecd448903ab9a30af0b5e5aaeb3

reddit.com
u/Evening-Muscle9519 — 2 days ago

Multiple Section Views are Stacked

I cannot seem to figure out what settings I need to change in order to spread these sections out. There are 64 of them all right on top of each other. Any help would be great.

u/Reisyn — 2 days ago

Pressure Network

Hi all,

I'm fairly new to civil 3d and I'm testing the water with pressure networks. However, I've come to a bit of a point and stuck with modifying a pipe run.

I've currently made a run using an alignment, set up my parts list and set the deflection I need of 2 Deg and the segment length of 6m. I ran a design check for the deflection and managed to sort the issues vertically in the profile view.

However, my issue is trying to sort this in the plan along the alignment. I need to make adjustments ideally at the end of the 6m segments to use the 2 Deg deflection I'm allowed to run the pipe. Currently the alignment only allows me to edit the nodes at the middle of the pipe sections and the pipe fittings, these sections can be quite long so doesn't give the accuracy I need every 6m as the run is down a curved road.

I have also tried to do this manually but the compass will only snap to the standard pipe fitting parts angles(11.25,22,45,90), and won't allow me to offset the angles by the deflection.

Any advice or guidance on this would be greatly appreciated as I feel like banging my head against the wall!

reddit.com
u/Desperate_Soup_8298 — 3 days ago
▲ 11 r/civil3d

Hey everyone, I’m deep in the process of learning Civil 3D. I know it’s a "hands-on-the-keyboard" software, but I have a lot of dead time during my commute and while doing mindless drafting tasks.

reddit.com
u/DetailFocused — 7 days ago

Actualmente me encuentro diseñando una red de tubería de agua potable en CIVIL 3D pero me está costando demasiado por qué es tan difícil crear una red de agua potable en CIVIL alguien podría darme tips si ya a realizado diseño de agua potable o tuberías a presión como lo conozcan gracias.

reddit.com
u/Forsaken-Bee-260 — 12 days ago

I have recently begun using the Autodesk AI Assistant during my daily work with Civil 3D. It has impressed me in certain areas, especially its ability to query in a sophisticated way that helps with quantity takeoffs, but it does have important limitations. Have any of y’all been using it?

reddit.com
u/amusicdirector — 7 days ago

Is there anyway to turn off the frame for only one wipeout object?

So I'm trying to find a way to draw the breakline for a line that's too long to fit on the plan while not having to explode the line so the label won't change when the line is shortened. I had the idea that I'd use the breakline comman to draw the breakline line and use wipout with the frame set to 0 to hide the real line in the back, this worked great except for the fact that my points are wipeout circles with dots in them and they also go invisible once wipeout is set to 0. Is there a work around aound this?

reddit.com
u/Sweaty_Potential_656 — 4 days ago