Is there a way to edit the point descriptions in the drawing and update my auto line work to match it. I can edit the point description fine, but my auto line work will not update?
View 3 RepliesI'm seeing weird behavior in C3D 2011 that I never saw in previous versions.Sometimes when I select a Cogo Point and attempt to edit the Raw Description from the Properties window, C3D changes the description to all lower-case letters, and it will not let me key in any upper-case letters. If I select the point -> Edit Points, I can edit the description in Panorama without problems. It's only in the Properties window that it refuses to accept anything other than uppercase letters.
This issue only happens sometimes. Sometimes, I'm able to edit descriptions from the Properties window with no problem. Other times, C3D changes the existing description to all lowercase letters, and refuses to allow me to enter anything but lowercase letters.what causes it, and ideally some way to get C3D 2011 to stop behaving like this?
I am currently using a FBK to run my auto-linework. I am having a problem generating curves, closing lines, etc... Everything works fine unitl I hit a curve or try to close a line. I have tried many different point code variations and the only one that worked on curves was a "BC1 BC, BC1 EC". Problem is I need multiple points on a curve to pick up laydowns, PVI's, etc... I tried the "OC", no "OC".......just about every variation I could think of to no avail. Is there an alternative to a FBK that works better?
View 9 Replies View RelatedI was given a file with LDT points in it that show point#,Elev, Desc. When I convert the description turn into a number. How does that happen and how can I change it to convert the description correctly?
HP Z210 Workstation
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Im experimenting with C3D2012, and found an issue... (Same issue is found in C3D2011)
When I change a points Raw Description to anything that isn't listed in the DescKey, the Full Description does not change. It will only change/update the Full Description if the new Raw Description is contained within the DescKey file.
Original Point Raw Description as "EP" - DescKey format for "EP" is "Edge Pavement" - Full Description = "Edge Pavement"
Change Point Raw Description to "X" - No listing for "X" in DescKey - Full Description stays "Edge Pavement"
Change Point Code to "GS" - DescKey format for "GS" is "Ground Shot" - Full Description updates to "Ground Shot"
While most of the time any updated code SHOULD be in the DescKey file, I can see times where that may not be the case, so it should update even if it doesn't find the Raw Description in the DescKey file.
Any way to generate liework with point numbers. I have survey data of a pipeline and all the points are in order, if there was just a way for linework to connect them by increasing point number in my drawing?
View 3 Replies View RelatedI am running into a problem where Civil 3D is creating multiple point groups of my 4 existing groups (the original group names are Topo, Existing Ground, Hide, and All Points). The new groups seem to be copies of the originals in terms of styles but do not include the points that were designated in the originals (no points are assigned in these copies).
The groups appear some time after I create the surface.
I've also noticed that this occurs in my list of grading criteria as well.
ACA 2011
So, I extract elevations from my model. No prob. Works perfectly. I then often edit linework to change some linework colors...works fine. However, What if I want to change/edit a Hatch? When I click on 'Edit Linework', the hatch automatically turns off to allow me to edit the linework... Can one edit the Hatching?
I know this. I am aware. This is why I avoid changing the reference point as much as possible if I have profile views or anything else dependent on my alignment. I also have no problem with this dialog giving me a useful reminder.
My problem is this: if I want to make my alignment longer, and I grab the grip at the end of it and drag it to a new location, the reference point moves too! Who in their right mind would want the reference point to move when adjusting the end? Personally I wouldn't want C3D to ever move my reference point automatically. I can have some sympathy with moving it if I am grip-editing the start of the alignment, or the tangent on which the reference point resides. But I'm editing at the end of the alignment, on a different tangent. Why would you move my reference point and make me have to go back and reset it to where it was? How dare you throw your warning message at me for moving the reference point back to where it should be when you secretly moved it to a wrong location with no warning whatsoever?
In LDDT, I was able to create points and manually assign a point number.
I know in Civil 3D 2013, i can assign a point number also by changing a toggle under Point Creation Tools to False.
My problem is that everytime I close out of that box and get back in, it reverts the toggle back to TRUE so I have to keep changing it back to False as well as the Next Point Number. In the above example, the Next Point Number should be 1147 (which is after my manually created point 1146) but it keeps going back to 33 which is the next available number after #1.
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?
I've been using the COGOEditor in civil 3D 2012. I enter a description for each entry. The description does not get saved. If i open the traverse file using a text editor, enter a description, save it, then reopen in COGOEditor, I still don't see any descriptions.
View 6 Replies View RelatedI have a Description Key set of approximately 500 keys. I need to copy a huge range of these existing keys to new keys in the same description key set. Then reneumber them as required to match the field crews numbering system.
All I can see is the single individual copy option. This will take me several days to do, one at a time. Any method or routine to allow me to copy my range in one fell swoop?
Civil 3D 2012 is what I am running, on Windows 7 Pro.
Is there currently any workaround to bring in alignment descriptions when data short cutting? I have hundreds of lines that are in my drawing that need callouts and this is easily done by making a label with reference text to the alignment description.
View 1 Replies View RelatedI could download a .shp file that contains the section linework for indiana in state plane Coordinates? I am not looking for perfect coordinates, just graphically pleasing. I would like to start a database of the section corners we have recovered and I think it would be neat to have the whole state.
Civil 3D 2013
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I currently use Leica Viva Smartworks for surveying and it captures the linework codes in its own field, so when I export my CSV file my Descrition comes on with the feature code but the linework code is another field. Is their a way that using the Format field in the description Key that I can get the Full description field to read something like "V-DOMW-PIPE B", which would pull the feature code from the raw descrition field and the begin line code from the Linework field.
View 5 Replies View RelatedI received a 3D drawing but only need linework from it. I have flattened it out so I am able to export the linework. The problem is when I import the drawing into another software (Trimble Business Center), the lines are still 3D face and am not able to treat it like linework. Is there a way to convert a 3D face into line or polyline in C3D?
View 6 Replies View RelatedWhat's the best workflow to extract the linework from a corridor - I need the linework as 3D polys for export to another modelling system?I have tried the extract feature line from corridor but it is incredibly tedious so I have lately done the following
1 Rebuild Corridors and Save file.
2 Select Corridor, Isolate and Explode twice.
3 Select all the lines and JOIN which then creates 3D polylines.
4 Wblock the 3D polylines.
5. DO NOT RESAVE...!!!
Is there a better way?
IDSP Premium 2014 (mainly Civil 3D 2014 UKIE SP1 & Infraworks with some limited 3ds Max Design)
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We are using the linework coding to process our figures and the survey .txt file provided to me uses codes to begin lines with "+" & "-". For example, driveways are coded + DR1 for begin and - DR1 to end the line. The linework process works fine, its when I go to display the point in the description keys that are causing me problems. All the points that are in between the begin and end points display to the appropriate style because they are coded as DR*. The begin and end do not display correctly as the + & - isn't being recognized in the description key. I tried many alternate ways such as *DR*, + DR*, - DR*, with nothing working.
Is there a different format I need to be using? There are way to many points to go thru to move the + & - behind the code.
We are now working in civil 3D 2011, and have started using the .txt files now instead of the fieldbooks of the past. I have created a Description key set, along with a figure prefix database and a linework code set. everything works fine as long as the field crews use EP1, EP,2 EP3, ETC.. But we would really like to utilize the Begin and End function of this. I have unchecked the box that says Automatic begin on figure prefix match, but still no luck. I have also checked the linework code set and it all looks good <Space> delimiter etc..
View 9 Replies View RelatedUsing 2013 C3D. My text and linework is now gray. During opening/initializing of drawing, everything appear fine until it finishes loading, then everything is gray. It just started yesterday when I was bringing in shp files of wetlands in various ways (dragging/dropping, fdo conect and mapimport). Maybe the shp file had nothing to do with it, but I've never seen cad do this.
When I grip the line, the color in layer comes up as correct color, but the line on screen is gray. Also if I copy the multileader or line, the color reverts back to correct color until I save, exit and reopen. BTW - the only thing that isn't gray is my civil 3d pipes and structures.
why everything is turning gray??
I have created a MANHOLE UDP which defines inverts in & out etc as well pipe types and sizes. Is there a way to automatically generate a polyline or feature line which picks up the invertout to invert in of the next manhole by point number? hope that makes sense! I am using Civil3D 2012.
View 1 Replies View RelatedThe normal color scheme for xref'd entites is the color gray. Is there a way to change them so that the linework can be more distinguishable? With everything being gray, it is hard to differentiate between contour lines and feature lines.
View 5 Replies View RelatedSee attachments. See the green linework in each plan that is skipping across the corridor. These are two different projects. I have seen this numerous times but have not found a solution or even what is causing the problem.
View 1 Replies View RelatedI imported survey data and had auto lines drawn. then I rotated my points/nodes. -- how do i get my linework to update?
View 4 Replies View RelatedI have imported surveydata into the survey database from FBK and processed linework. I do as many edits to my figures as I can by editing point codes and processing linework, then I fix the rest of the figures manually editing them and pushing the changes back to the survey database.
Once you have started manually editing figures you can no longer 'process linework' as you get double ups of figures you manually edited.
My issue is that I have made some adjustments to some of my control point coordinates after manually editing figures, so that all my survey points move. I try to update the survey figures so that they move with my points but Civil3D tells me that it cant update them because they were made by processing linework.
Is there anyway I can get my figures to match my points without reprocessing linework and then making all the manual edits again or exporting an FBK from the database, remove the figures and points from the dwg, reset the network and import the new FBK?
We should be able to update figures without processing linework, even if that was how the figures were originally made!
Civil3D 2014 - Windows7 64bit
i have a bunch of pipes we surveyed in the field, the linework code we were using was p01 B 10"
the "B" being "begin"
my description key set is set up as follows:
p## = Code
and
Ex Pipe $1= format
the trouble is, this works nicely for all of the inbetween shots, but for shots containing "B" and "E" it uses the B for the $1 instead of the desired 10" pipe size. How do I prevent this from happening?
We were origially using the code B p01 10" but the description keys were geting hung up on the B and not sorting the point to the desired layer.
what is the best method for coding in the field? and how do I get the 10" to show up in the label instead of the B and E
Can I use the description key set to not show point parameters with particular characters?I use the Linework Code Set codes to control survey figures and so the linework codes show up in the Raw descriptions. That's great for editing survey data.
But when the survey is passed on to the designers I want to show a full description that does not show the linework codes.For example when surveying a road culvert I will code the first point,
"CULV B 32 600" - (CULV is the code for culvert, B is to begin the figure, 32 is the culvert number and 600 is the diameter)
The second point is coded, "CULV 32 600"I want to show full descriptions of "CULV 32 600" for both points, ie I don't want a parameter that is a "B" to show up.Can I use the description key set to not show point parameters with particular characters?
We are trying to switch over in our office to importing all the points with linework already drawn in from the field. Our problem is when we are toping an area with a roadway, we commonly do cross sections. We get 2 of every line, such as the edge of pavement. I have set up our C3D to handle all our codes, but if our crews jump from one side to the other with their linework it will create a zig zag line instead of 2 parallel lines. Does C3D recognize the line code along with a number?
For example, our code for edge of pavement is EP. So the start of a pavement line would be B EP. Since there's 2 lines, we're wondering if we can do something like B EP1, then use B EP2 on the other side of the street. Will C3D still import both of those lines onto the EP layer that I have set up?
Have 1 drawing where I get the Error Message - Open for Read when trying to modify linework. Try to change color, layer, close an open polyline, but can't do so due to the error message. By the way, using C3D 2012 with Service Pack 1 installed.
View 1 Replies View RelatedI am having trouble processing point code to correctly string the survey points. I have tried three methods of coding and each method has a draw back which isn't really acceptable to me, as it either means more work in the field or more work in the office.
Method 1: I code my points TOP 1 B, or TOE 2 or NS.
When doing this method the survey points don't string correctly. Because of the space delimitation inbetween TOP & 1 Civil3d only recognises the code TOB and doesn't pay attention to the string number. So all the points with the same code get stringed regardless of the string number. Please see file "TOP_1_B_CODE_STYLE.png" and you will see that TOP 1 E strings to point TOP 2 B.This will create a lot of work in the office breaking all the survey figures so they appear correct.
Method 2:I code my points TOP1 B, or TOE2 or NS. When doing this the points don't get coded correctly. Because the code is TOB when I import a point with the code TOB1 it doesn't recognise the code, and puts the point on the default layer 0. Please see file "TOP1_B_STYLE.png" and you will see all of the TOP1 and TOE1 are white and one layer 0. This will make a lot of office work changing points to the correct layers.
Method 3: I code my points without a string number, and only pickup one line at a time. So I would start picking up a toe of bank by TOE B then finish it on TOE E. See file "TOP_B_TOP_E.png" to see the result.
This does get the result I want but it really makes field work procedures slow. It would be very frustrating doing a detail survey of a road and having to walk each individual breakline.
I want to be able to use Method 1 but to have all points get stringed correctly. I have read a pretty good post about this here where the outcome is that all points should be put on layer 0 by default (I can't find it again though!). For me though that isn't a very good option as I often have both design and asbuilt in the same drawing, and need to be able to turn off groups and not have the associated points left on my screen.