I copied some Survey Data of AutoCAD Civil 3D 2013 for Surveyors to my C3D 2013 machine few weeks ago. Now I cannot do the "Import point file" of the Survey2 Data B in Survey Databases, because the Survey2 Data B is locked up - see the attached file that has a red circle with an arrow on. How I can unlocked the locked Survey 2 Data in the Survey Databases.
I am a land surveyor using AutoCAD 2012. Just new to 2012 version, previously used 2005 version.
My question is:
Is it possible to (and how do I) create a 3D model of a ground surface from field survey data which has been collected. The data i have is currently in Leica GSI format, and has x, y and z coordinates. I can easily transfer this into a .csv file i necessary.
Is there a way to "data shortcut" information imported from a data file into multiple drawings? If so, is there a way to lock the data points "in place" and not be able to adjust the point location/elevation, but allow the movement the text information around within the drawing.
The goal is to have multiple drawings with these data points and be able to move the text information from the style, but not (in a million years) be able to move the data point itself. There may be multiple drawings with these points located within them.
I am using AC3D 2014. I have created a surface from downloaded DEM points, but, as expected, the contours are not as accurate as I would like. They vary from known elevations anywhere from a few inches to several feet.
I also have survey data from approximately 500 points which include Northings, Eastings and Elevations. Is there a way to add these points to my existing contour surface and incorporate these know NEZ points such that he contour surface is more accurate?
I have already converted my "known point" file to a .txt format with comma delimited information.
I am wondering if it's possible to have a point code automatically add data to a user-defined field either in the survey database or in a drawing. For instance, our surveyors currently will code a catch basin as CB INV2.2 if it has an invert depth of 2.2'. I have a survey point user-defined property called InvertDepth. Is it possible to get the survey database to automatically add 2.2 to that user-defined property or does that have to be manually input? I have an expression and a label style that will take the elevation shot and subtract the depth number to give me the invert elevation on a lable, but I'd like to see if this can be done automatically without having to manually type in the depth on every point that is a catch basin or other inlet.
I've looked into the description key-set's parameters, but they seem to be mostly for display purposes and writing a full description.
We recently tried to convert a RAW data file to FBK and the program aborted after running several setups. I have viewed the raw data on the data collector, but there appears to be no error. What other methods of conversion could I use to convert the RAW data file to a TXT file? I was hoping that our local AutoCad/Topcon dealer would be able to have a work-around, but they seemed stumped too. We have never encountered a problem usitlizing the Survey data Collection Link with any of our traverses prior to this time.
I imported survey data from a file into the drawing and created a surface from the points and figures. No problem. Engineer wanted to change the datum from assumed to known. At this point all figures have been copied to a new layer flattened and changed to 2D polylines in order to hatch. Then the figures reimported. I raised all the points with the edit datum and raised the figures with edit survey figures. Surface was adjusted and tweaked. Everything was fine. I open the drawing and all the figures are back at assumed datum and the points are on the right datum. Now when I tweak the surface it uses the bogus elevations from the figures. How can I get my figures to save the adjusted elevations?
We use Survey Data Collection Link to convert our file formats, in this case it is a GPS job exported from a TSC2 using Trimble Survey Controller Version 12.46. I exported the job from the data collector as a .csv file then use SDCL to convert the .csv into a .fbk file. I am getting this error saying the file is invalid or in use. We ran into this problem a couple months ago and it disappeared after a couple days, and now it has resurfaced.
Running Autocad Civil 3d 2012 with Service Pack 2, Windows 7 64-bit OS.
What I have is northing/easting survey data starting at an arbitrary point. The rest of the points are measured from that.
I do know the global coordinate of the base point, but no other points.
My question is how can I take all of the points and create gloabl coordinates out of them. I assume this is possible because I know the global coordiane of our reference point, I just have no clue how to do it in CAD.
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?
How do you move a survey database and data shortcuts? Without going into details, sometimes it is necessary to copy portion of projects as new projects. The survey database along with the drawings our surface, points, linework, etc. need to reference the new directory. I can set the survey database folder location to the new path but am not certain the information in the dwg is point to the correct location.
The same essentially applies to the data shortcuts. I'm having trouble getting this to work. With LD we were able to copy the project and resuscitate the drawing(s). I tried to use Data Shortcut Editor with the Saveas. I then attempted to rename the dwg's and path the new location and name but receive an error of Invalid source file. Correct the path or press Esc..
i am following the new feature of CIVIL3D 2013. i have some problems with making user defined properties.
when i make a lable style for figure, lable style should be selected.
But i don't know how to make a properties for text of lable style.
see image below. i select the add labels of annotate ribon -> figur -> add figure labels -> edit section of line label style -> layout tap -> contents below text -> you can see the owership which is user defined properties.how to make that properties?
I am importing survey data using a .txt file. In that file there are a few lines that I don't want C3D to read. Is there some character I can put at the beginning of the line so that it won't read or give me an error? In some other programs I have seen # or : used to do this.
C3D 2012 sp1 W7Pro 64bit HP Z400 Workstation 16 GB RAM Intel Xeon CPU W3565@3.20GHz NVIDIA Quadro 4000
When you use the Import Survey Data wizard it automatically creates a point group that goes to the top of the list. This used to be created with a standard point style and description, but something has changed and I'm getting a different symbol and label that I definitely don't want as the default. I would think that this would be controled by the CreatePointGroup settings, but that isn't working for me. I can't find any other settings that would override or control this.
I am working on parsing the psd file and saving the data as per doc of photoshop 6. I need to make an image from the layer data alone with different combinations of layers selected, visible etc... and not using the merged data section in the file.
3- Import my FBK file. The survey figure linework generated doesn't overlay my previously imported asc file. I checked the FBK file and the coord's match the asc file. I'm confused as to why the survey figures don't overlay the survey points from the asc file, since the coords match in both? The survey figures are all shifted .7' and 54deg. from the points. The elevations are all good on the survey figures, as they match the survey points.
So my quick fix is to explode the survey figures, since I don't really need them for what I'm doing, and then select all the 3d polylines and move them to them to an appropriate survey point. Everything then looks fine and I can get the job done.
However, I would like some insight as to why this might be happening. It's strange that the FBK and asc coordinates match, but the survey figures aren't lying over them.
I have done a large topographical map in autocad and lofted the layers together to created about a hundred feet in elevation, but i wanted to know how i can smooth all the complicated layers (lattices created in the loft).. is it easier/and/or better looking to have the smoothing (and how can it be done) done in autocad or 3ds max?
I have some topography I've converted from SketchUp to .Dwg and I was curious if AutoCad (or any of it's versions) had the capabilities of turning this series of meshes into a run-of-the-mill topographic map. For instance, a standard plan view showing elevation lines at say 2' intervals.
If any of the versions are capable I can definitely get the 30 Day trial and give it a go.
I have a topographic profile of my site in autocad 2013. I need to calculate the volume of a valley on the map. I am looking for a quicker method to do this rather than building cross sections or integrating.
So I have a topographic surface I created from 3 lofts and 2 patches. The goal of the project is to: find out how many rolls of fabric will be needed to cover the surface, find out how far each roll will go, and create an assembly style sketch.
So far all I have is the surface. I was thinking I could divide it in sections by the width of the fabric (minus the overlap.) With each section, create a path, and use the sweep feature to sweep the profile of the fabric. Only sweep the length of the roll, till I reach the endpoint, and turn each sweep into a part file.
My first problem with this method is that I can't seem to project the surface of the topographic region to a sketch to create the path for the sweep. Does the surface need to be turned into a solid to do this?
I believe an easier method to this would be to thicken the topographic region, split the the thickened layer, and divide it into the sections I need to build the final sketch.
Is there a better method, and which method should I use. Also, is there any way to project a surface onto a sketch or does it have to be a solid?
Succesfully producing a slope analysis exhibit using LIDAR topographic base information with this version of Civil 3D? I have followed the instructions as best I can and have had no luck. I am using a trial version and this is a big factor in whether or not I will ultimately make the purchase.