AutoCAD Civil 3D :: Import CSV File Points Don't overlay Original Topography
Jan 14, 2013
I'm very new to Civil 3D.I've been given original topography in a .dwg file and a .csv file of the same topography after some dirt work.My problem is when I import the .csv file the points don't overlay the original topography.
What I have done is added the .csv points to the original topography .dwg with the "Points From File" option.
I was given a AutoCAD file (see attachment) and I need to make a visual surface. This is for a university project and I don't have a lot of experience with Civil 3D.
AutoCAD Civil 3D 2011 - How do I set it up so that when I import points from a .txt file, point no., elev, and desc are displayed in the drawing next to the point node?
I have a text file in PNEZD where D is XYZ. I have a description key for XYZ. I am importing this file into survey. When I import this file the points do not take the style of the description key, they take a default style from somewhere. What trick am I missing so that when I import points into survey they use the description key and therefore have the correct style.
Civil 3D 2012 SP4.0 Windows 7 Enterprise 64-bit C3D 2014 SP1 Dell M6600, Core i7 @ 2.3GHz, 16 GB ram Dell T3500 workstation, too much ram to post
Some what new to Civil 3D, so I hope I explain this correctly..
I imported points with linework and then needed to move them slightly. I unlocked the points and moved them with no problems, but I then went to re-process linework which moves the points back to their original location. I have tried relocking the points first before re-processing linework, but then it appears that nothing has happened.
I need to create a 3d terrain solid from dwg nivel curves (contours). I tried with loft command but the lines are too detailed and my pc takes a eternity to loft just 2 lines and i have a lot of it.don't create a extensive 3d file?
To import the point along an alignment into Civil 3D, I need to introduce a scale factor. But by adding the Scale Factor column to the points and modify one of the formats in the Civil 3D to accept the scale factor, change was not affected to the initial state (without adding a column to a scale factor). I got the points, regardless of the scale factor and now, I want to add a scaling factor for the points.
1. When I do a re-import of my points my linework appears to double up (linework over linework).
2. In my description keys I use "rr" for rail road and "rrisg" for railroad signal (no * in code), linework comes in for both even though I only have it set up for "rr". I thought without the * in code this would not happen, but still does.
3. Finally, I use the "Survey Point Properties" window to make edits to points. All seems great, but when I got back into my drawing all my work was gone? Do I need to update the database some how with the changes? I was under the assumption that by doing it the way I do the changes are saved to the database. Is it better to do the edit on the Survey Tab by right clicking on the import event and selecting "Edit Points"?
I'm working on a permit where I need to display topographic contours, but have different maj/min intervals depending on the slope of the topography. To me, this seems a little strange and makes for misleading information, but it's what the permit requires.
I'm covering a roughly 5000 x 5000 sq ft area with a partially built landfill on it and a rather changing surrounding topography.
This may have a simple solution (and probably does), but I can't find it. What I'm trying to do is to import an AI file into AE 5.5 as original vectors. I need to be able to scale up to about 12,000 percent and then back down to 100 percent for the effect of an extreme closeup being zoomed out. The point of vectors, of course, is that you can do this without losing resolution... but no matter what I try, AI files keep being imported as raster files. When they're scaled up enough, the pixilation starts. There HAS to be a way around this!!!
Running C3d 2012 here, but haven't used prior versions. I'm using fieldbooks to import survey data. If there is an error of some kind and I "Re-import event" for the fieldbook, then the occupied points from the field book are deleted out of the survey database and I get the resulting error of "point invalid" during the import. My fix is to go into my control drawing and import the control points from the drawing into the survey database then run the "re-import" again.
I recently switched from Civil 3D 2012 to 2013 student version because when I initially installed the program I probably messed up some of the settings that I shouldn't have for my entire application. After reinstalling it, I noticed that the program seems to run just fine but the settings for the original file I'm trying to work with remain, such as label settings, linescales, etc.
I want my drawing to match the settings of new drawings when it comes to labels, scales, and anything else I might have changed. Is there a way to apply these settings to my original file? If not, is there a way to at least make sure the label styles can be reset? I don't want any changes to the settings I made to be present in my file.
If I have a picture with a transparent overlay, along with a nontransparent version of the overlay, is there a way I can remove the overlay from the original image?
One application for this would be removing GUIs from video game screenshots.
I have been trying to simply insert points in a .csv file (PNEZD). The foints are taken SPC systems and elevations are in feet. I am using the imperial english template with no conversions. When i import the points from a file the points come in in the correct position but the elevation is in meters insted of feet!
i need to export 7 million points from a tin surface to text file with only NEZ in comma delimited format for Surfer 9 software. right now i have the civil 3d surface. but the export to csv stock reporting tool sucks. why the hell do you open the file and why leave an empty row between data points? so it's not usable.
also i have 12gb ram at work and it can't export surface points to autocad format ran out of memory. this is with surface display showing points and just the "dot" style so it's autocad points after export. i was originally planning on using "dataextraction" command in autocad to export to csv. worked on a small batch of file. so i think may work for the bigger file. but i would never know because i can't even get the points into autocad.
also yeah i would love to simplify the surface but it's so buggy that you asked it to remove 80% of the points it only remove 100k points at most out of 7 million. so not usable.
last resort is i can program something in vb.net but not much motivation on doing so.
My surveyor gave me a topo survey done in no particular coordinate system. He set up his total station on a PK nail and gave it a coordiante of (5000, 5000, 100). I used this survey to generate a surface.
I also have a site survey of the same site, done in state plane coordinate system. the two surveys have mulitple common points; pk nails, iron pins ect.
What i need to do is move the points for the topo survey over to the survey that is in state plane. A simple move command will not do this.
How do i go about moving these points to thier correct location without having to manually edit the .txt file?
I am trying to utilize Trimble's ability to export Points to an XML file. The XML file contains some additional Attribute data. I have created the new Point UDP's and also Created a new Point File Format. Here lies the Problem, when I go to the Insert Tab in the Ribbon and pick import from XML. It gives me no choices to select a Point File Format? It just imports the file with just PNEZD data only, and not my additional Attributes.
I had to create a boundary map and place points to all corners. How to export these newly created points back into my data collector (Ranger) and also I'm trying to figure out how to print out a points list.
I stumbled on to this thread but I guessing that it's a different CAD year because my modify tab doesn't look like this. URL.....
I have recieved a file with many points and would like to convert them into COGO points in Civil 3D. The problem is; I would like to keep the hole ID's as I convert, I've made a few conversions and lose the hole ID every time (not showing in Name or Description). Is there a seting I am missing to keep these? My aim to to organize the COGO points in different point groups.
I have a couple points that were part of an import event (data from a previous project) which I want to assign as control points for an incoming traverse, is there any way to assign those as control points? I can't seem to find a way to do that other than perhaps re-importing the specific points as control points and overwriting the existing ones.
I have a project that was started by leaving all the survey data inside the "All Points" group. So, I'm concerned that when I enter my as built survey points, that even if I put them into their own group, that the original surface will still look at them and just rebuild to my asbuilt data, effectively cancel out the purpose of the asbuilt survey. Will this happen?
I want to take the original points and put them into a group of their own, but I don't know if that will affect anything or not? I have several wetlands already designed on that surface with volume calcs already done too.
I am trying to import a DGM file into Civil 3D.I do this by adding a DGM file to a surface through prospector>surfaces>surface>definition>dgm files,
however the problem I am having is that it defaults to DEM file types which through research I have found out is our american counterparts version of the DGM.
After analyzing a storm system in SSA or Storm Sewers I’m exporting it to a .stm file. When importing to CAD it recognizes the existing pipe network and asks to update it which works but it adds two horizontal purple lines in the profile which are attached to one of the pipes in the profile. If you erase the purple lines it erases the pipe with it.
Things I tried already with no success:
-Erase profile and re-create it -Erase alignment and re-create it -Erase all pipes before import (so it would import as new, not update) -Try LandXML for export/import (this wouldn’t update pipes, it just brought in a whole new network and messed up all the styles/parts)
I executed Edit in Storm Sewers to work on the Pipe Network in Civil 3D. I made some changes in Storm Sewers, now I want to Import back to Civil 3D.
Nothing is happening in Civil 3D when I try to Import with either of the choices, picking Overwrite or to Create a new pipe network. I am not sure what I am doing wrong.
I have attached the drawing file and the STM file.