I'm trying to create a profile from a txt file but I keep on getting this error message ''chainage XX+XXX.XX either outside of alignment limits or within gap created by a chainage equation'' . The txt file has chainage and elevation and the formatting is OK, so I don't get what the problem is.
Im creating a Profile Bandset and would like to have multiple surface/profile elevations shown, ie: EG, FG, Back of Curb and Back of walk. While creating this bandset I see that the text component editor properties only has code for profile 1 elevation and profile 2 elevation in the properties area, which the code for this looks like below.
Ive tried to write my own code using the profile 2 as an example but it doesnt seem to work as a 3rd surface/profile and only seems to mimic the profile 2 elevation when placed in the band
My questions are as follows
1) does Civil 3d only allow 2 surface elevations in any band set? if it does allow more profiles/surface elevations what am i missing to create it?
2) if Civil 3d does alow for multiple surfaces to be shown in the band set how do i get the text component editor to supply the extra profile elevation codes? or would i need to create from scratch
3) if i need to write the code from scratch does any listing of the codes and meanings of each code ie what does RN, Uft, Sn and so forth do and mean .
I am working C3D 2012. I have a proposed alignment and profile design by another firm that I had to tranfer into C3D. I had no problem getting the horizontal alignment to display from a text file. I tried to do the same with the profile by using the 'create a text file and create the profile from file' command. I got the POB, PI's, and POE to display. I then defined the VC. I wanted to verifiy that the profile was indeed accurate compared to what we were provided. So I tried to execute a profile report PVI Station and Curve Report - I keep getting an error that "No FG profiles in dwg".
I know the Proposed profile is indeed set to proposed in the properties. I have noticed that the icon next to the profile I create from the text file is different than the profiles created from scratch.
Is there a way to convert this profile to be recognized as a FG profile?
I'm trying to create a profile of a pipe. I have elevation data for the pipe and natural ground I've created a surface from the natural ground then I created and alignment. Next I created a profile when the profile was completed I got broken lines and spikes for my pipe not a polyline that followed the natural ground. I'm at a loss as to how I could fix this and I'm very new to AutoCADD I'm a GIS person.
I am fairly new to the Civil side of AutoCAD, as I used to work primarily in Map. I am working on a street rehab project in which I need to take survey points showing existing elevations (centerline, flowline, and top of curb) and show existing profiles in a profile view. I have no problems setting up the profile view(s) or the centerline alignment, but I am having problems with creating the profiles themselves, and I have a two part question about them
Question 1: According to the user's guide, the correct way to set up an "existing" profile is by extracting it from a surface, but I don't have a surface to use. In reading through the various profile types, the best way to set up what I want seems to be by using the profile layout tools, but the help says that a profile layout is supposed to be for a final "proposed" profile, not the existing. Does this actually matter? Will I be breaking Civil functionality by creating an existing profile using the profile layout tools?
Question 2: In reading through the profile layout tools, everything seems to be centered around PVI's. Even using the "tangent tangent" method to add in points seems to only use the first and last point as controls, with everything in between treated as a PVI. If you look at the documentation here, points one and four are treated as actual elevations, while curvature occurs at points 2 and 3. In my case, since what I have is a series of actual points on a surface, each point should be an actual surface elevation with curvature occurring between points and not at them. What method should I be using to input the points in the profile?
In highway construction, I usually check for lowest ditch elevation and see how the existing drainage flows. Typically one would create or specify in CL profile creation with a 15m offset right and left which would then generate existing CL and 15m offset profiles in profile view. However, the 15m offset profile might not represent the lowest point in the ditch as the lowest elevation offset distance varies along the highway.
My question: Is there a way in civil 3D profile creation where it can automatically trace the lowest elevation in the ditch and plot it in profile view?
I am running civil 3D 2014 and have several lisp file that I have added to my startup suite. I am creating layout tabs for plan and profile sheets and use my lisps continuously and then all of the sudden it tell me that it's an "unknown command". I have closed the program and reopened the drawing an I realized that my start up suite is now empty.
Having a rough time with Pipe Networks! I am working an example from the Mastering C3D book (P. 371) as in the following steps:
1.Clicked SS structure(16)
2.Selected Create Alignment from Network on ribbon
3.Selected last structure(18), hit Enter
4.Changed options as needed in Create Align from Network - Create Profile and Profile View check box: Selected
5.Changed options and clicked Create Profile View
At this point the program pauses, then a dialog box trys to partially fill the screen but is all white then fades away as fast as it appeared and I'm stuck with a paperweight that beeps at me everytime I click the mouse, no panning or zooming response at this time. The command line is prompting me for the profile origin. I can switch to other apps and bring up TM and when I attempt to end C3D then it tells me that it can't because waiting for response. I can then cancel the prompt to save the drawing and C3D exits the active command and control is returned.
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Civil 3D 2013 SP 1, 64 bit Dell Precision T5600, 16 GB Win 7 Professional 64 bit Intel Xeon @ 2.0 GHz NVIDIA Quadro 4000
I'm looking for a way to simply get a flowline elevation at some random point along a pipe (Network) in plan view without having to go through the trouble of "drawing Parts in Profile".
I have successfully added invert elevations at the ends of the pipe, but that's not what I'm looking to do & "ID" command shows the "Z" elevation for pipes in pipe networks to be "0".
I am doing design for a road network. For the ease of design, I designed the main roads and split the whole network into parts. Every part will contain Main Road Alignments and alignments for a respective parts only. Now I want to combine all these into one file. When I copy all alignments into one file, the surface I created earlier is duplicating and software gets hanged.
I´m having problem with creating stl file from surface. I need to import stl in another program for rockfalls.
I have create surface from contours, then extract faces, extrude them, union and I got solid..
I have export solid like stl file... But in another program my surface is not smooth, like somethning went wrong while exporting stl, because in autocad civil 3D 2012 everything looks good.
I have found out how I can increase facetres to 10, but It has not affect to my stl file. If there is some another parameter for better resolution of stl files?
I have recently encountered a problem when exporting C3D to V8 dgn. The proxy graphics are set to 1, and I'm using a 3D seed file. Once the file is exported, the dgn file size is no larger than the seed file, and I am being told that the file is completely blank. I've run a recovery, audit - everything I can think of the correct this. I even had a co-worker try and generate a dgn from the same file with the same result.
Civil 3D 2012 Win 7 Pro 64 bit, 8 GB RAM Intel Xeon E3-1220 V2 @ 3.10 GHz Dell T1650 Civil 3D 2012 Win 7 Pro 64 bit, 8 GB RAM Intel Xeon E3-1220 V2 @ 3.10 GHz Dell T1650
When a new Civil3D file is created, there are some blocks available for insertion when I type "Insert". So these are the preloaded blocks defined by Civil3D. I was wondering if I can define my own blocks and have them automatically loaded when creating a new file?
I have an alignment label that I normally use to show the PVI's of a profile in the plan view.
This is a little unusual, but in a specific case I wanted to design my profile at one alignment, but show it at another. I designed my swale profile in the pathway profile view and then superimposed the swale profile on the swale profile view. I then went back to the swale alignment to add these labels.
It's a no-go AFAICT. The only profile available for me to select for these labels is the original ground profile from the surface.
I'm working with a structure profile label style and it seems like the only way to anchor the position of the label is based on offsets from the structure itself... Any way to position the label based on the top of the profile view, so that I could make all of my labels horizontally aligned above the profile view?
I have a group of profiles in a drawing and I want to change how one of the profiles is displayed through the profile view style manager, but I do not want to change how all of the profiles look. Is there a way to change the way a single profile looks without changing all of them?
I have a profile showing proposed storm sewer, existing sanitary, rock surface, existing surface, and proposed profile. Today for some reason the proposed profile and labels, and the existing surface are not showing on the profile and I'm not sure what has changed or how to get them back.
The intersection wizard makes dynamic EOP profiles based off of the cross slope from the centerline. Well the intersection tool doesn't always work with funky intersection layouts. Is it possible to manually create a dynamic EOP profile based on the cross slope from the centerline profile?
I have yet to produce a profile. I created a polyline and turned it into an alignment.
Looking at alignment Sample(3), I see that it is not superimposed over your surface. The polylines are, but the alignment is not. That will disallow creation of a surface profile.
Is the sample5 an alignment that sits on the surface? how come there is still no profile?
differences in elevations of points along Profile 2 (the proposed new road elevation) and Profile 1 (the existing elevation/surface) should be computed and shown right above the Profile 2 line. For example, if at a certain point PT 1 the elevation of the proposed road is 132.44 meters and the elevation of the existing surface is 132.45 meters, the difference is -0.01 meters and it should be shown exactly above the Profile 2 line (or a little bit above it) but not on it. The same should be done for every chosen point along the proposed profile.
So far, I have done this manually, by dragging the difference (already automatically computed and shown in one of the bands below the profiles) to the correct place for every single point. However, I don't know how to do this automatically.
We have an engineer who is taking an existing surface and wants to show a proposed road 2" higher than existing.
I told him to simply adjust his assembly for his corridor to account for the 2" difference, but the County agency needs to see a profile.
My questions:
1) Is there a way to easily copy a profile made from a surface and "convert" it to a proposed profile? If we copy and explode, it turns into hundreds (thousands?) of tiny pline segments and it would be a mess to convert all those to a profile 1 by 1. If we make the corridor, and choose "profile from corridor", we do not have an option that could be used to represent the centerline.
2) Other than loss of dynamic updating), would it make sense to adjust the assembly so the top surface would be accurate, then copy the profile, explode the copy to a block and simply shift that (as essentially basic linework)?
where to change the text height and color for the lower band where the stations are. Also, how do I get the exist grade and proposed grade to show at the specified stations vertically like LDD used to do it.
Second, how do i mask the pipe in the manholes on the profile. Right now i can see the pipe inside the manhole. I clicked "enable masking" under the structure properties but no luck.
Attached are survey points that created the surface of a road embankment portion that caved-in. The road is very near a reservoir shoreline.
1. How can a surface profile be produce? I/'ve use line to change it into an alignement and then create a proile , then a profile view. But the the surface profile is missing.
2.the points having higher elevation are the top edge( road level) of the cave-n . A few few shots were take before the shorline elevations.
3. What the best way to come up with the rock volume to fill the cave-in given this surveying points., Also the shoreline elevation will be lowered some more while work is being done since the fill is not allowed to fall in the reservoir.
I have 3 profiles that I've superimposed together. Then I created sheets using the superimposed profile. I used the wizard and had Civil 3d do it for me (2012). Now I have to add a 4th profile to the mix and get it to show in my profile views that have already been cut. The data is shortcut into the drawing with my cut profiles views. How do I get it to be in the cut profile views without re cutting everything?