AutoCAD Civil 3D :: Associate Existing Points With Alignment
Apr 20, 2012Is 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 RepliesIs 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 Replies1/ I have spent alot of time setting up profiles so all the information on the profile are dynamic and to our company standards. I have created the alignments along the road centrelines and created the profiles for those alignments. Wouldn't you know it they made changes to the site plan. When I click on the alignment and select Edit Aligment Geometry, the Alignment Layout Tools come up but I can't select any of the tools to edit the alignment. Am I missing something.
2/ Can I create a new alignment called street A (revised) and associate it to the profile currently associated to street A (orig) so I don't have to rebuild all the profile labels etc?
Civil 3D 2013
Windows 8
Intel(R) Core(TM) i7-4770 CPU @ 3.40GHz
32. GB
64-bit Oepration System, x64-based processor
No Pen or Touch Input
Is there any way to associate multiple pipe structures to one alignment. I spend half my time re-associating structures to alignments.
View 1 Replies View RelatedI was wondering if it is at all possible to add a polyline to an existing alignment? The purpose of doing so would be to extend the alignment so that I can display the proposed kerb and gutter.
View 9 Replies View RelatedI have an existing alignment issued to me which has been created using all straight lines even where there should be curves. I am trying to insert curves in these areas. Using free curves (2 entities and a through point) I create a curve then somethings happen I can't work out -
1. The curve is created but the original straight linework stays. I would have thought the original linework would automatically delete. See attached pdf between points 60 and 62 the curve and straights can be seen.
2. Then all stations after the curve are changed to the question mark symbol. If i click on the alignment all the grips are still there for the full length of the alignment, indicating the alignment is still in one piece.
3. If I try to create another curve further along the alignment it won't allow it. Stating on the command line "Selected entity must be part of the main entity."
I'm using C3D 2009.
I need change type for Alignment with NET API. Alignment has property AlignmentType, but this property is read only!
In COM API Alignment not has this property. And with user interface to make it easy!
Is there a way to move the station on an existing alignment? For example, I have an alignment created and want to move station 10+00 so it represents a different point on my alignemnt.
View 1 Replies View RelatedA trick to make automatic a dimension line for the distance between the existing alignment of a road and the design alignment.
This dimension line I want to be in the cross sections. I make a project with a widening road and I have to show the difference between the old and the new alignment.
I have one surface "EG" and two alignments, I'll call 1 and 2. The profile view already has the alignment 1 surface projected on it. I go to profile>Create Surface Profile and select alignment 2, Surface EG, go to ADD it but the profile list is empty. Shouldn't it already be populated with alignment 1 and all I'm doing is adding 2 to it? Both alignments are in the same site.
View 4 Replies View RelatedI 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 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.
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.
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
I have an existing topic dwg and it has points from the survey crew shots in the dwg, I need to label this points. I want to extract the TC and Gutter information from the points by picking the the points I want to label.
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 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.
I've been able to successfully place R/W markers in my cross sections (as well as FO, TEL, GAS, Beam Guard). Where to find an Existing R/W marker ' EX R/W'?
View 6 Replies View RelatedI 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.
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?
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.
Every week I recieve new survey data (typically around 20 points) to insert onto an existing surface of our local landfill.
The surface is displayed as minor and major contours. The new survey data typically always has higher elevations then the exist surface and shot roughly 2 meters apart.
Here's my issue...when the survey data is inserted and the surface is rebuilt, the contours seem to turn into little cones at each new point. see attached...
how to eliminate these 'cones' so the surface contours seem more relistic?
I have a block that has been already established. i added another line of attribute. how do i make the new attribute associate with the 'move' parameter that has been set with the old attributes?
All this is created in block editor.
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?