AutoCAD Civil 3D :: Generating Setting Out (stakeout) Points From Alignment / Surface
Aug 13, 2013
How would I go about generating labelled points with xyz values at 5m intervals along a road alignment in Civils 3D 2014?
I have had a go with the AddAlign Labels command but could not figure out how to add an elevation value to the label. Also this method seems to require manual input for each label which is not practical as I will have have around 450 points to set out.
I have looked into the Stakeout Alignment Report, but this seems to require a survey database, which I don't have.
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Mar 23, 2012
I see that Neilw asked about exporting alignment and profile to the data collector. My problem is this. We use Trimble Links to send data to our data collector and that is fine, but the surveyor cant stake out the points or anything. We can see the info is in the data collector, but how do you set out anything. Is there a setting maybe on the TSC2 that we are overlooking? We have Civil 3D 2012.
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Aug 10, 2013
Nothing appears as the “Stakeout Alignment Report” is executed,I wanted to execute the “Stakeout Alignment Report” (attached) but nothing appears! This is despite the fact that:
-The IE is set as default browser (attached)
-The Active X is enabled (attached)
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Mar 5, 2013
I have a large surface (over 1.5 million points and 20 000hectares)
I need to get a point file .csv from the TIN to be able to use it in another program.
-so i've extracted the points from my surface, but they are Autocad points.
-next step is to convert them to civil 3d points.
-I can not select them all when converting them or my computer crashes.
-so i select about 25 000 at a time, the converting takes roughly 10 minutes.
and i have over 1.5 million points to do.
how can i speed this up.
will more ram useful?
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Nov 18, 2013
It is possible to create a table for an alignment as shown in the example attached?
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Mar 27, 2012
Way to snap or drape the alignment (station) labels over a surface or bring them to the elevation of a selected surface. I'd like to know how to do this if there is a way, so when I look at surfaces in object viewer I can get an idea of where problem areas are from the stationing labels.
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Mar 3, 2013
Acquiring the (x, y, z) points of an alignment,
This is the second time I’m highlighting this issue. I couldn’t acquire the points of the alignment shown in the curve below
The issue here is that the C3D does take the “starting station” as station point but it doesn’t take the “ending station” as station point and thus doesn’t proceed
What might be the problem here? How to let the C3D take the “ending station” as station point but not as coordinates point? Also it doesn’t accept clicking the end point to take it!!
Software: AutoCAD 2014, AutoCAD C3D, AutoCAD M3D, Revit
Windows 7 (Ultimate 64 bits),
Firefox 20.0,
Kaspersky 2013.
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Dec 2, 2013
I need to produce a better standard table for our company, but need to know how it would be possible to display only either the START STAKE VALUE/ STATION or END STAKE VALUE/STATION in the appropriate column. If I can achieve this i would not need to details for straight segments as indicated in the details column.
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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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Apr 24, 2013
i need to put points on an alignment at each station. i've figured that part out. what i want is the station label to be the point description. i don't see a way to do this without editing each point which is way too time consuming.
Dell Studio XPS 9100
Intel Core i7 CPU 930 @ 2.8GHz
12GB Ram
64 bit
C3D 2012 SP3.0
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Apr 20, 2012
Is there a way to associate some existing points with a new alignment so the description in the point label will report the alignment station?
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Sep 9, 2013
When I create a report from 'Staion offsets to points' to excel, the Station, (what I would call chainage) is coming up as 3+10.00 in the spreadsheet. I need this to be 310.000 so I can apply formulas in excel. How do I change this.
I've changed the alignment label style to show it as this format, and it works fine. I've also gone into 'Edit report settings' and changed alignment station display to ####, decimals to 3 places, yet it keeps giving me the same format with 2 decimals.
Also, in this report, how do I remove the metre symbol 'm' (i.e 1400m) from the offset and elevation display?
I need to create an excel spreadsheet with quite a lot of data, apply formulas, and I really don't want to remove every 'm' and rewrite every chainage.
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Jul 17, 2013
(Again): Plotting points at stations of horizontal alignment,
I wanted to plot points at the stations of horizontal alignment to be then able to capture their XYZ and thus can be stored on the GPS devise for setting out on the field.
The points are not plotted (see the attached screenshots
Software: AutoCAD 2014, AutoCAD C3D, AutoCAD M3D, Revit
Windows 7 (Ultimate 64 bits),
Firefox 20.0,
Kaspersky 2013.
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Aug 20, 2013
I need to place points automatically and in order sequentially along an alignment and I need to generate data from the points relative to an adjacent alignment. SO, two alignments, adjacent but not parrallel to each other. The data would then be point #, sta and offset from the adjacent alignment with the points placed in order and by window or crossing. I have a few thousand to place so one at a time would be an undesireable solution of course.
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Apr 9, 2012
I am trying to find a way to offset points along an alignment showing station, offset and description. This is for a plan and profile sheet see attached example clouded in red.
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Mar 22, 2013
i found a way to get a report of my cogo points relative to an alignment i.e. station offset. problem is, i have thousands of points in my drawing. is there a way to get only a few, or a group of points to show up on the report instead of ALL of them?
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Mar 1, 2013
I have an alignment for a natural gas pipeline.
I want to use the 'Create Points at Alignment Geometry' tool in order to label only the PIs. However, when I use the tool it creates two points (one called PI and one called CPI) at each vertex of the alignment. How can I fix this issue and toggle the creation of the various other geometry points?
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Mar 23, 2012
I am trying to create stakeout on grid in drawing wherein I wish to give details of X,Y coordinates along with Z (which will be volume comparison surface). I wish to display this information at every 5m interval on drawing. This can be useful for contractor for stakeout on site.
I tried using command thru "Points - Create Points, Suafec - On Grid" I did everything as directed on screen. However no information is getting displayed on screen. I am bit confused. I have made sure no layers are frozen and point style is also correct (i.e. it is not none). Still I don't see any information on screen.
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May 7, 2012
How to set stakeout points on a pipe network? I have an alignment from the engineer that also has a pipe network associated with it that I would like to automatically set points vertically and horizontally on (like I can do with a regular alignment/profile).
C3D - 2014
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Apr 15, 2013
I have a drawing that suddenly stopped synching one of the alignments (the others synch fine) and the two surfaces that are referenced. They are all data referenced but require me to open the drawing and manually synch the entities each time. This drawings was functioning perfectly until this began just recenlty. I've searched the forums but can't find anything. I'm assuming maybe some system variable is wacky but that doesn't explain why the other alignments sync just fine.
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Jul 10, 2012
I have a small field (5 by 5 meters) to be set out with about 40 points. Currently i use EOV (Hungarian National Coordinate System), thus each point has a lot of digits. I want to make the implemetor's job easier, so i want to move and rotate the CS near to my field.
I tried to use UCS, but the COGO points retained the "World" coordinates.
How to carry out this without moving my whole drawing to the origin?
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Aug 28, 2013
I am working on roadway project where I am using Pipe Networks to layout the drainage infrastructure. I have set my working dwg up so that I am data referencing the existing surface and proposed alignment. I have set my pipe network up so that it is also referencing this surface and alignment. Everything was working fine. Labels were pulling the correct information from my surface elevations, and stations were being referenced as well, until I got a message that recommended that I recover my drawing.
I ran recover and my surface and alignment data shortcut disappeared. My pipe network now shows questions marks where there were once stationing and it appears that the surface and alignment have completely disassociated themselves from my drawing, however they appear in the prospector, but cannot be refreshed. Again the data shortcut symbol is no longer next to my surface and alignment, but there is a symbol telling me that those objects are being referenced by another object in my drawing (my pipe network). I have tried refreshing, resetting the working folder, all to no avail.
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Dec 14, 2009
I want to change the reference surface for a pipe network with existing pipes and structures. however the changes will only affect new objects, I have to manually change the others one by one. Even with the vista open I can select multiple structures, but when I click in the reference surface column of one of the selected structures, all the others are deselected.
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Oct 25, 2012
is it possible to get the alignment name which the corridor surface is built from when the surface is being data referenced. in other word no corridor as the middleman.
the way i see it is when corridor suface is referenced, it becomes a regular surface and loses some properties such as parent alignment.
i am still using COM. maybe .net can do it? either way works.
Civil 3D 2012
Work: Xeon W3503, 12GB, Quadro 2000, Dell P2211H x 2
Home: 3930k, 12GB, GTX 590, U3011, QX2710
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Aug 18, 2013
How to calculate the AREA of cut and fill analogous to the volume of cut and fill between surfaces, but instead only between the alignment and the road profile in the prolfile view. From what I've read of similar posts a few people have had the same question but have been instructed how to do it with volumes as opposed to area. Also how to insert a table of cut and fill area analogous to the one you can inset from the volumes dashboard.
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Jun 26, 2012
Is there a surface setting / style option where contour labels (elevations) will display at some specified interval as part of the surface rather than going through and adding them as labels afterwards? Seems like a rudimentary operation, where the labeling can be so scattered and random.
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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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Mar 29, 2013
I have an "existing" surface built. But there has been some construction since my company surveyed the site. So, my surveyor went out and got the new points in the area of the new construction. I am trying to remodel the "existing" surface without rebuilding the entire surface. I have removed the old (demoed) points from the point group used to define the surface. But, the points are not being removed from the surface.
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May 31, 2013
I built my surface by importing points directly, ie, not through the ribbon, so i have no points listed in prospector. i have been editing the points (mostly deleting errant survey points) and would like to export the final data set. The only step i found, was to show points in surface style, and then Extract Objects (of which i selected Points).
This seems to have no placed all the points into my DWG, but HOW do I export this files into a single text file??
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Sep 12, 2013
I have alignement of wall or embankment. I have existing ground including this corridor river. I have also CSV file with points (x,y,z). On my sketch there is drawn. Points present FDL (flow defence level) maximum level of river in case of huge rain or other things. These are almost aligned. I need to transform it (project) into alignment. I have to create profile of EG, FDL (based on this point) and then create new profile of height of wall or bank. What is the best solution for projecting this points. I tried with grading (distance and grade0%) I tried then with offsetting this feature line based on points and used it as breaklines. Created surface had holes.Even real is worst because alignment is perpendicular in same places to river.
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Apr 24, 2013
I have created a surface with a point group. I have a few points on the edge of my surface that need to be added to the surface. I can add them to the point group, but when I updated my surface nothing happens. The triangles don't extend to my newly added points and my profile of the area doesn't show a surface where these new points should be. the new points I want to add have the same properties as the other points in the point group, they are cogo points.
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