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Hi Nate, how do you get the pointcloud imagery to come through in the fbx export after all these steps? Only the original terrain texture is coming through with the topography details from the pointcloud. Thank you.

Where does the storage curve loaded @11:29 come from?

How about recap 2025?

What if I already have a CAD drawing with point layers- do I still have to export the elevation data into a text file and bring it back in, or can I simply reference that layer to create the point group?

Thx great job👏

Awesome stuff 👍

Do you have special training web

Let me know where I can donate, I might have more questions in my journey with Autodesk Build.

You have helped me tremendously with Autodesk Build. I almost didn't renew my subscription. I have a daily that multiple team members contribute to throughout the project process. Is it possible to assign the form to multiple team members, keeping the form live to all until submitted? I believe this would be a collaborative form. However, I cannot figure out how to accomplish this.

How do you make a form collaborative so any team member can edit, and the form stays live to all members until submitted?

Good job, can you share also how to get a high resolution imagery (TIF)? Regards

Boom boom? Lousy video for a tutorial..

Thanks man!

great video!

I can't seem to connect a weir and an orifice to an outfall node. It gives me an error stating that only one link can be connected to an outfall. How did you bypass this?

I have not found an answer as to why when I "send optimized report" why the surface scale is huge and doesn't come in the right world compared to the project.

Is there a trial version for this...the setup fileis different than civil 3d

Thank you for this video. please work on your volume/elevation label color contrast for easy legibility

Sir, in data design and ogl surface too far from each others by elevation. i hope u will understand my question.

Sir, thanks u very much for this wonderful explanation. sir, here i have a one question regarding the topic when we want to calculate cut fill volume between two surface and we got the same by using volume surface option. but is some cases when we have the surface that are not intersects with each others so in this case we can also get cut fill volume accurately but when we create volume table for volume surface here we getting wrong volume value that are much differ from cut fill value we got from by using analize tab volume surface option. so, is their any option to solve this problem in civil 3d.? if so?, please share a video regarding the question. thanks u.

Hi bro, can I get a copy of your file. Thank you

Amazing, great video

Every year I look for how to do this or call our support ( I can barely remember what I did last week yet alone a year ago! 😂. This vid greatly simplified that process. Thanks for the straight forwardness.👍

What would you do differently to show different return periods? Most municipalities require basins designed for anywhere between the 2-year and 100-year storm events.

CAN WE SET A MINIMUM ELEVATION FOR THE ENTIRE AREA WHICH IS GOINT TO OPTIMIZE IN GRADING OPTIMIZATION PROCESS?

Again a great demonstartion short, crisp and clear covering every single details. I like the GCP part and how were covering the data. Good one NP! Keep them coming with a HACK :)

Thank you for this amazing video. It's very helpful.

can you do a grading of a residential lot in a slope area?

I really enjoy your videos. I never found something about the different types of boundaries, could it be in a future video?

Now we need the ability to save that moved location so that we can use GeoMap in every dwg for that project!

IMPORTANT NOTE for people using the Stage Storage tool. If you have a survey of a basin (i.e., a tailings dam or "bowl" shaped basin that has an uneven floor), when using the stage storage tool, the tool will ignore volumes of depressions in the basin that occur at the same elevation. For example: imagine a completely flat ground and now three holes are dug. Civil 3D will ignore the volume that two of these holes have and will only calculate the volume of one of the three holes. This means the total volume it returns will be much less than what is actually available. The stage storage tool makes certain assumptions about the land and the water storage areas, such as assuming that the storage areas are perfectly flat and uniform in shape. If these assumptions are not valid for the particular scenario being modeled, the volume calculations may be inaccurate. In reality, storage areas can have variations in elevation, curvature, and irregular shapes that may affect the volume of water that can be stored. If the tool does not account for these variations, it may underestimate the actual storage volume. I.e, if a storage area has a depression or basin that is not perfectly "flat", the tool may not accurately calculate the volume that can be stored in that area. Similarly, if the storage area has irregular boundaries, the tool may not be able to accurately calculate the volume that can be stored in the corners and edges of the area. THE FIX: Using the "Volumes Dashboard" tool instead. I wrote a short step-by-step document on how to use this method instead to bypass the issue of the Stage Storage tool. Reply to this comment with your email if you'd like me to send it.

Sir, thanks u for this tip. overall presentation is very nice. here one suggestion is due to using very high resolution it is very hard to read some value in command line and also in command tips. this is request please using little bit low resolution it will be helpful to read the all option your using in your video. otherwise u may use zoom tool when ur applying any command or option. this will be very helpful for the viewers. thanks u.

is this only for Recap pro?

Great job explaining 👍🏾

Can you do more SSA videos?

How do you incorporate the soil percolation rate of the pond floor?

Informative

Excellent bro

typical fashion for autocad it didn't work for me.

Greate

Sir, this very useful tips thanks for sharing.

Thanks u very much sir for this wonderful session. This will definitely help me. Thanks again I hope we will learn many more from u r coming videos.

Sir, this is very nice workflow. appreciated your effort. thanks for this wonderful session. can we merge a civil 3d surface to infrawork terrain like as explained in this video.?

𝐩𝐫𝐨𝐦𝐨𝐬𝐦

Interesting and some good tips on round-tripping starting with Civil 3D.

Thanks. Are you working at Autodesk?

Wow, that was much more simple than all the other methods. I actually tried this with the exception of the reverse order, which blew out my panel and menus. Thanks!

Nice one! Great to know about Grading optimization especially the sequencing of the different zone on basis of different parameters! Cool stuff keep it coming MORE...

Cool stuff to know about points colour and layers. Like content like this NP!