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.
View 5 RepliesHow 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.
It is possible to create a table for an alignment as shown in the example attached?
View 1 Replies View RelatedWay 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.
View 2 Replies View RelatedAcquiring 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.
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.
View 5 Replies View RelatedCreating 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.
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
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?
View 1 Replies View RelatedWhen 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.
(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.
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.
View 1 Replies View RelatedI 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.
View 2 Replies View Relatedi 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?
View 1 Replies View RelatedI 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?
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
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?
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've made a serpantine curve that starts from one line of alignment and end on the other line.
i wanted to know how can c change alignment direction when these two feature line and alignment meet each other in order to change the alignment path?
I using a data reference/shortcut to properly label an alignment in paperspace. However when I reference the alignment in and apply the labels the aren't the same as the original alignment that I am referencing. Is there a setting where I am supposed to apply a new beginning station.
Also it seems as though the stationing(distance) isn't even matching up 1:1 with the original drawing. For example in the original base drawing my alignment starts at 10+00 with the next PI at 14+76.98, but the stationing on the reference alignment starts at 0+83.33 with the very same PI being labeled as 1+23.08. So the very same distance is 476.98' in the real design and the drawing it's being referenced in, but the stationing of the referenced alignment shows it as 39.75 Units.
I've attached a screen of the beginning of the alignment.
Civil 3D 2012
Windows 7 Service Pack 1
Intel Core i7-2600 CPU
16GB RAM
Using Civil 3d2012, Is it possible to change the alignment label style set after the alignment has been created? For example, for an alignment that was created with alignment label set X - change the label set to alignment label set Y? It seems like this should be pretty easy, I must be missing something obvious.
View 2 Replies View RelatedI have a question on Alignment PI's. (Point of Inflection/Intersection)I have an alignment where some PI's have curves, others are merely hard bends.
Is there a way to automatically label the PI's even if they have an associated curve? (I'd like PI, PC and PT)Alternatively, can I only show markers at PI's without curves?
I'm trying to edit some existing alignments. When I create new entities, they do not show up in the alignment grid view. Why is this?
Windows 7 x 64 bit
NVidia Quadro 2000 Dual Monitor
6.00 GB RAM
Intel Xeon W3550 @ 3.07 GHz
Civil 3D 2013 SP 2, Civil 3D 2012 SP2, Civil 3D 2011 V3, Civil 3D 2010 V3
Launching alignment grid view/alignment entities,
I’m wondering if there is a way to launch alignment grid view/alignment entities (attached) without the need to first launching “alignment”? This dialogue box is quite essential in editing the values of radius, degree of curvature and deflection angle for the selected curve.
Can I inherit the station from one alignment as the begin station for another alignment?
For example. Alignment 1 is 1000 ft long and starts at sta 0+00.
At sta 8+01, Alignment 2 begins and goes off in another direction.
I manually enter 8+01 for begin station Alignment 2. Life is good. Still in the design stage, and customer needs to modify Alignment 1 to avoid something. Now Alignment 2 intersects Alignment 1 at sta 8+15, but same N/E coordinates.
I manually enter 8+15 for begin station Alignment 2.
It would be better if Alignment 2 could inherit the begin station based on the new stationing from Alignment 1.
I'm using VB.Net in Visual Studio version 2010 with AutoCad 2010. I haven't had a problem with this before, but now it seems that the program ignores break points that I set in the code when I'm trying to debug. I just want to pause the code and add a "watch" to a variable.
View 7 Replies View RelatedBasically, I have two workplanes which are parallel to each other and offset by a certain distance. As illustrated in the picture below, I'd like to constrain points from each plane to have the same vertical alignment as those from the other plane (horizontal too, I suppose, but the horizontal dimension will be the same anyways).
View 1 Replies View RelatedI 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 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?
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.
View 3 Replies View RelatedI 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.
View 2 Replies View Related