AutoCAD Civil 3D :: Creating Points According To Elevation
Jan 3, 2013
I have a number of 3D polylines that where exported from SDF previously created. They have numerous vertices, each one with a given elevation.
How can I create/highlight the higher and/or lower point in each 3D polyline??
A different solution would be automatically breaking these polylines in slope changing points (i.e. high or low points).
I understand that i can create points according to slope or elevation, but it has to be done manually, each poly at a time, and by tipping numeric values that i am sure that a powerfull software (as Civil 3D is) is able to calculate using the drawing information.
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Mar 21, 2013
Any way to get an expression that calculated the difference between two points and pick up the results as point elevation.
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Apr 12, 2013
Using Civil 3D 2013. I've exported my Civil 3D points to an SDF and then to a shapefile. I cant get the "Z" elevation to come with it. Northing and Easting is correct, only problem is that is holds a zero elevation. how I can get the elevations to show correctl in the shapefile?
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Jul 1, 2013
I have a rather odd situation. I have input a small table of survey points (we don't have access to a data collector, so it had to be manual).
I have a properly located and back-sited setup, with all of the points located in 3 dimensions.
The Northing/Easting/Elevation data is calculated and displayed for all of the points in the "observations" table accurately.
Every point has the same display/labeling properties/settings, but only 2 points properly display the elevation as calculated.
The problem seems to be that the points aren't accurately retrieving the Elevation from the table.
For some reason, in the “Properties” dialogue for the points that display properly, the “Point Elevation” field actually contains a number; whereas the points that don’t, the same field reads “*PROPERTY NOT SET*”.
This makes no sense, because in the table that defines the points, the elevation is accurate for all of the points, and I can’t find a difference in the table- or in the point properties- between the correctly displayed points, and the ones that are missing the elevation label.
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Nov 13, 2013
I recently upgraded from Civil 3D 2009 to Civil 3D 2014. In Civil 3D 2009 I was able to set the point style 3D modeling to flatten the point to a 0.00 elevation. In doing this I could move the point around freely using the nod grip without the elevation changing weather I used object snap or just freehand placed the point.
For some reason with 2014 when I grab the nod grip it changes the elevation to 0.00 as soon as I move it from the location it currently sits despite the fact that everything is set the same as it was setup for 2009. Is there a setting that I need to change to fix this or is there a new way to go about moving the point without using a bunch of different commands.
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Jun 16, 2012
When creating surface profile Is civil 3D use interpolation to get elevation of unknown (points which not having elevation data) points?
Or just join elevations which have elevation data(input data)?
AutoCAD Civil 3D 2012 SP 2
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Mar 15, 2012
How to change the number of decimal places of the elevation of points?
as the points are labeled with their elevations, I couldn’t find how the number of the decimal places of the elevation be chosen. In this case, I wanted to let the number of the decimal places to be zero.
How to set the number of the decimal places to be zero or 1, for example? how to sepcify it height (size)?
Screenshot below.
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Jun 17, 2013
Can you manually create a new cogo point and have it pick up the elevation from a 3D entity that you snap to?
I found this thread from 2010 that says no at that time.
[URL]
Is this still not possible with C3D 2013?
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Oct 8, 2013
C3D 2012 SP3 on Win 7 Pro:
I have an alignment with horizontal PVI points that are coincidental with COGO points. I want to display in a profile view, a surface elevation at the alignment PVI points in a band style. Is it possible to do this? If so, how?
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Apr 28, 2013
I have some cross sections showing existing and finished grade. The finished grade is a channel and floodplain with slopes to catch existing ground. I’d like to create a report of the offset and elevation at each grade break for the finished grade. Optionally, it could be offset and cut or fill at each grade break. I’ve found the tool to create annotation for the offset and elevation info, but the cross sections are too small on the drawings to accommodate all that text. Is there a way to generate a report for the section view group or even each section view that would contain that information?
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Apr 18, 2012
I'm having troubles using the create points on grid command. When I run the command, I keep getting asked to type in the point description for each point. I have about 5000 points to create.
Is there a way to set a description for all the points, so I don't have to do this manually?
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Jul 30, 2013
I have a grid survey of points and I've entered these points into Civil 3D. Now what I want to do is use these points to create a surface so that I can create a slope analysis of the surveyed area. My problem is that I can't get the points into a point group.
I have a generic grid (15 x 15) of points set up and I've only used a portion of them (defined by the dimensions of the site). So I want to create a surface that includes all of the points that aren't set at an elevation of 0.
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Nov 29, 2012
I created a Description Key called "EP" and it will land in a "S-PTS-EP" layer automatically.
I then created a Description Key called "NEW EP* " and created it to land in a new layer called "S-PTS-EP-NEW". But, when I manually create a point called "NEW EP" or "NEW EP BC", it does not land in the "S-PTS-EP-NEW" layer.
Is there some switch I need to turn on or is my description not complying with some naming convention?
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Apr 1, 2013
I encountered a problem while creating contours from the points. what actually is the problem with the points or tell the steps once again that would be great. I'm attaching the points file.
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Jan 10, 2014
I am building a surface and started looking at the triangles and found that some are going to non-existant points. I have unfrozen, checked, etc. all of my points to make sure they are not in the drawing.
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Oct 18, 2012
Creating points at the stations of an alignment,
I wanted to get the (x,y,z) of the stations of an alignment, but sounds not to work.
In the screenshots below, I got the message “The specified station is not valid for this object” and couldn’t proceed!
Software: AutoCAD 2014, AutoCAD C3D, AutoCAD M3D, Revit
Windows 7 (Ultimate 64 bits),
Firefox 20.0,
Kaspersky 2013.
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Mar 26, 2012
I have a problem about creating feature line. When I want to create feature line between two red points, another point come into being by itself (blue point). If you look at the file I have attached, you will understand well what I want to express. I cant make any changes on this point. I cant delete, modify etc.
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Jun 11, 2013
I have been given a survey on AutoCAD which was orginally 2D with the levels written in text next to it. I changed each point (690) to include the level in the Z-direction. I am trying to calculate volumes of topsoil removal and then cut anf fill volumes.
So I opened up Civil3D in metric template and imported my drawing as I have not been given a ddata file with the co-ordinates. Unfortunately I am having trouble creating a surface between the existing points.
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Feb 11, 2013
We are in the middle of upgrading from LDD2008 to Civil3D2013. This is a 2 part question. Since there are NO point labels similar to Poiint labels in LDD2008. It is making cleaning the elevations up very teadious. With point labels that are just Mtext. I would rotate 1 label and then match properties to rotate the rest and then jiust more the elevations to make them readable.
How do you all deal with cleaning up the elevations? Is there a way to match proprties as far as the rotatiion of the points? or do you Create blocks from Cogo points?
So, I starting playing with the Creating Blocks from Cogo Points. This creates a block with attributes similar to the way Softdesk treated points back in the day. I ran into a couple of issues. 1 being, it rounds the elevation to 3 decimals places.
When it creates blocks from the Cogo Points some of the blocks are giving me 0.000 elevations for points that had actual elevations.
Civil3D 2013
Dell Optiplex 9010
Intel I-7 3770 CPU @ 3.4 Ghz
16 gb RAM, 64 bit
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Apr 19, 2012
I am trying to set several hundred points along polyline verticies with the point number starting at 5000. There are no other points in my drawing, yet everytime I start the process, it begins at 1. I have set 5000 at my Next Point Number under Point Identity in the Create Points toolbar. I have also verified that the 'Save Command Settings" is set to yes under the 'Commands-Create Points'. We cannot get this to behave as desired.
This is a 2D polyline with no elevations.
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Jan 16, 2013
I am having some trouble creating a TIN from a point layer in Civil 3D 2011. Would the best course of action be to extract the points from the drawing and creating a surface from there, or is there a way to create the TIN around the existing points in Model space?
I'm much better versed in AutoCAD, but excited about furthering my understanding with Civil3D.
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Apr 12, 2012
I have a Drawing "A" that is the source drawing containing the existing ground surface, topographic linework and features, and points in the Survey Database which are under the Survey tab.
I have a Drawing "B" that is the source drawing containing the Design alignment and profile with references to the data in Drawing "A" such as the surface.
If I create additional points for survey stakeout purposes within Drawing "B", will it automatically be included in the survey database in Drawing "A" along with all the other points or is there some procedure in order for me to continue adding additional points into the database from Drawing "B" or any other drawing that references Drawing "A"?
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May 21, 2012
Is there a way to create a surface by manually selecting the points instead of creating a point group? I survey stockpiles for a local construction company and calculate volumes for them.
There may be 50 piles on one site and it would be a lot easier to create a surface by selecting the points manually instead of creating so many point groups.
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Jul 31, 2012
is there a quick way to create & export points from a pipe network? i've probably got 100 or so structures that need points with the correct structure name in the point description.
Dell Studio XPS 9100
Intel Core i7 CPU 930 @ 2.8GHz
12GB Ram
64 bit
C3D 2012 SP3.0
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Apr 12, 2013
Is it possible to create manual points from a cross section.
For example, I want to create a surface from a sketched (hand drafted) proposed cross section by clicking on the different points on my cross section and having a point created in my plan view.
I am working with an ancient engineer who swears by hand drawing data into the cross sections, and then wants me to produce proposed contours based on this data. I am trying to get out of writing down the Station, offset, and elevation, and then manually creating points and having to type in the offset and elevation again.
Stuck on Civil 3d 2011 (until the end of this construction season)
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Feb 25, 2013
I am using Civil 3D 2012. I know how to label a line with bearing and distance. What I would like to do is make a table with these bearings and distances referencing the point numbers. For instance, I have a new ROW line that starts at point 1000 and changes direction at point 1001 and changes direction at 1002 and so on. I need a table that shows Points 1000-1001 is ___ Bearing and ___ Distance.
The lines are not parcel lines; they are only line segments.
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Mar 15, 2012
I'm working with both Carlson 2012 and Civil 3d 2012 so this could apply to either one.
I have a set of caissons that were shot on separate days, and they started in the middle when they shot them in. I wanted to create a coordinate table, with the points listed from the northernmost point to the southernmost point. I had thought there might be a way to create a table with dynamic input, where I could pick the points as I go along and have the information entered as I pick.
Is there any way to renumber the points via drawing a polyline connecting them, starting with the one I want as #1 and ending with the last one?
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Oct 18, 2013
I created a volume surface between the as-built and design surfaces, now I would like to show the points that display the cut/fill depths between these two surfaces. I tried modifying the surface property of that volume surface but doesn't seem to offer what I want.
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Jan 7, 2014
I am creating a corridor with custom assemblies on two alignments. the alignments are not parallel and graded independently.
Between the two assemblies I would like to fill from one assembly to the other with a dynamic link. I can't do this as a target to featureline etc as it is within the same corridor. We have created the link with a target but this was done by creating a non-dynamic featureline from the corridor and using that as the target. This is obviously not great as far as keeping the corridor dnamic is concerned.
So I would like to customise a subassembly to allow it to target a marked point on an adjacent assembly.how the SAC tools (Get marked poinit or set marked point etc.) can be used to do this. The help file is less than useful. I am still on 2012 and dont have access to the 2014 SAC yet but will do shortly.
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Jul 11, 2013
I am trying to create an elevation label that will give me the spot elevation followed by the letters "TC" and then on the line below subtract 4 inches from the elevation followed by the letters "BC". It's easy enogh to add the letters but the simple equation of elevation - 4 inches eludes me.
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Dec 19, 2012
When I snap a point to an object, the point takes on the elevation of the object. I would rather the point's elevation stay as is.
-changing osnapz variable
-latest civil 3d service pack
A few weeks ago I did not have this problem but once my computer was switched to the company's global server and c3d was reinstalled the problem appeared. Furthermore (post switchover), when a colleage of mine prepared a simple test drawing with just a line and a point, he was able to snap to that line without the point changing elevation. When he sent that drawing to me and I tried snapping the point to the object, the same problem occured with the point taking the elevation of the line object. I suspect it is a system variable issue
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