If there is any reference material out there that is useful with regards to naming conventions within Civil 3d. I am getting better at naming everything, When you have a busy drawing with lots of feature lines, alignments, assemblies, corridors etc, it can get pretty confusing sometimes.
View 1 RepliesI have structures and alignments data referenced. If I assign the structures ref alignments in the dwg with the data refs for labeling, the next time I open the dwg the ref alignments are set back to none, causing the labels to be ?
It seems like this worked in the past?
I am getting this error in my production drawings.
My setup is as follows:
- EG.dwg has my existing surface in it. I create a data reference to use it in other drawings.
- Level One.dwg has the EG surface data referenced in, and I use this to create alignments, profiles, and finish surface. All of these are turned in to data references.
- Storm Sanitary.dwg has my pipe designs. I data reference in the two surfaces, profiles, and alignments, and create pipe networks. I create references for these networks.
- Plan Profile.dwg is the production sheet I'm getting this error from. Every one of my civil objects is data referenced in to this drawing. Everything is inserted correctly, the pipes show correct FG surface elevations for their rims, etc.
BUT when I open this drawing, I get this error. I assume it's because my FG surface is not directly in the storm sanitary.dwg.
How do I get rid of this error, without combining drawings, or promoting the surface to one or more drawings? Isn't this exactly what data references is made for?
Part numbering schemes. At my workplace we have descent naming conventions for top level assemblies/products however our substructuring is quite a mess. A previous workplace had a set in stone scheme for naming sub assemblies and parts based on the top level assembly or product.
I am in the process of developing a policy and am curious to see what others have done instead of re inventing the wheel.
I'm not finding where to change the default Description for Creating Cogo points by the Create Points-Alignments>At Alignment Geometry method
The last characters PC, PT RP etc. seem to be controlled by the Drawing Settings>Abbreviations but the Alignment name and stationing is what I'd like to eliminate from the description if possible.
Almost seems hard coded but hopefully I've been looking in the wrong places.
The descriptions are coming in like the caption whether I select Raw or Full description option.
In command settings for Point>Create Points>Points Creation>Prompt for descriptions>Automatic - Object is what I'm using.
What I'm hoping to accomplish is just PC, PT RP etc for description without the find / replace edits I'm currently doing in the exported ascii files.
C3D 2012 SP3 & C3D 2014 SP1
Win 7 Professional 64 Bit
I've used E- for Existing and P- for Proposed for my layers and/or style names. For Object Layers, I've used OBJ- with modifiers and set the layers inside the styles to 0. This works ok, and Civil 3D objects obviously stand out and are easily isolated thru layiso and such, BUT having styles set to 0 presents a problem when dumbing down a drawing to send to another firm. The C3D Objects that are dumbed down are on layer 0 which isn't good.
We're generating a new template for 2013 and want to gear it towards the National Cad Standards on some level and do away with 0 as the style layer and actually have the style layers set to something other than 0.
My initial thoughts from a simplistic standpoint are:
V- for Survey and Existing features
C- for Proposed features
I understand there's many more designators. We mainly do Civil and Utility work.I know V is a designator for Survey but can it cover and should it cover existing features too that aren't surveyed, for example if we receive mapping from someone and want to reassign some layer names? Is C- strictly for Proposed/Design work?
I'm reviewing a template we're working with someone on and they assigned the layers inside an Existing Surface Style to C-Topo-Majr and C-Topo-Minr. They assigned the layers inside the Proposed Surface Style to C-Topo-Majr-N and C-Topo-Minr-N. The only difference is the N for New, between the style layers.
Shouldn't the Existing Surface Style layers start with V-?Just trying to get some feedback on a simplistic approach to Layer naming and keeping with the National Cad Standards on some level.
I am working on a new subdivision where we made new property lines through an existing property. Is there a way to find out the bearings of the new lines made? The only way I can think to find this information is to dimension the angle and subtract it to get the new bearings.
View 4 Replies View RelatedWhen creating Feature Lines, I wanted them to be e.g. Step Line 1, Step Line 2, Step Line 3 etc so I amended the name template to suit. I created multiple from objects and the naming convention worked. If I did features individually (as I wanted certain ones in certain sites) it worked for the first feature but reverted back to the default Feature line name on subsequent entry to the dialog i.e. it had "forgotten" the template name just set.
Am I missing something to get this to work correctly or is this how it's supposed to work i.e. useless for individual feature line creation?? This also happens for gradings.
IDSP Premium 2014 (mainly Civil 3D 2014 UKIE SP1 & Infraworks with some limited 3ds Max Design)
Win 7 Pro x64, 256Gb SSD, 300Gb 15,000 rpm HDD
16Gb Ram Intel Xeon CPU E5-1607 0 @ 3.00GHz (4 CPUs), ~3.0GHz
NVIDIA Quadro 4000, Dual 27" Monitor, Dell T3600
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 RelatedSetting up my first press parts list and already I'm regretting it...
How do we report material? Lower case letters spelling ductile iron is not acceptable in this office. How to I edit this to be 'DI' or anything else? I have looked in the press part catalog editor or whatever it's called and did not see a way to add to the list of all lower case materials.
Do I have to rely sole on part description for material in labels? ....and why do they still think that no one needs to use the " symbol with these parts? Freakin crashing all morning tring to get this going...
IDSP 2014
Win 7 64, Xeon ES165@3.2Ghz,
64 GB RAM, Quadro K4000 (x2)
I created an alignment style specifically to label typical sections. My label style includes a triangular symbol (XSM) and alignment reference text (XSL) attached to the symbol. The label attaches correctly to the alignment geometry points (POB and POE) but the alignment reference text which should call the alignment name instead shows three question marks. At no point in the process am I prompted to select an alignment which is as expected. The label should automatically populate with the alignment name. The label properties indicate the appropriate alignment as the reference object.
Civil 3D 2012 (64)
Windows 7 Pro (64) SP1, 16 GB
AMD Radeon HD 6900
I am using C3D 2012 SP3
When I create the matchlines in the create view frames command, the sheet numbers for next and previous
display ####. What is the problem? I have not created any sheets yet through the SSM.
Does the source file size impact the functionality of a surface data reference?
Case 1 I have a source dwg that has a single surface, Surface A, in it and is an overall small file size.
Case 2 I have a source dwg that has Surface A as well as another 10 surface and the file size is HUGE.
When I data reference out Surface A from Case 1 versus Case 2 does the new drawing look back at the entire drawing or just the surface data to make sure the surface is up-to-date when syncing?
I have an offset style, offset based on a Reference Cogo Point and Aligment.
If I change to a difference style, the reference cogo point goes to "none".
I need to change to a Child style, but use the same cogo point.
Is there a way to keep the orginal Value (cogo point)?
When i am making e-transmittal i am getting the message warning Xref broken reference , what are the causes for this.
View 4 Replies View RelatedSpecifically to Subassembly.LinkWidthAndSlope / I only have Top or Datum options for that sub and if I assign either one in the code set it seems to overwrite all the other subassembly materials such as asphalt, curbs etc...with none set my realisic view has a gap between the back of curb and slope to existing.
Civil 3D 2012 SP1 on Win 7 64-bit SP1
Intel i7-2600kcpu @ 3.4ghz 16mb ram
ATI FirePro V4800
Trying to get the cut/fill quantities by computing the materials & I'm getting confused.
I imported another criteria & for ground removed it has existing as below & my datum as above. For fill, it has the datum below & existing above. The cut/fill matches a comparison between the 2 surfaces, but I just want to make sure I'm doing it right. Explain why for cut the datum's set to above & for fill it's set to below,
“Datum” in the “compute material”,
I’m not sure about the correct choice for the “datum” to proceed in plotting “mass haul diagram”
What might be the proper selection for the “datum”?
Software: AutoCAD 2014, AutoCAD C3D, AutoCAD M3D, Revit
Windows 7 (Ultimate 64 bits),
Firefox 20.0,
Kaspersky 2013.
Version Civil 3D 2013....
A pipe network has been created & labeled. All pipes labeled correctly except one. The material for 15", 18", 24" RCP pipes labeled "RCP" but all the 12" pipes labeled "Reinforced Concrete Pipe". So I know I need to change the Material of the 12" pipe to read "RCP". I was hoping to just go to Pipe Properties & change it there for this dwg but it doesn't change.
I was thinking it might be in the part xml file but why would some label "RCP" and the 12" didn't? The Parts Catolog used in this dwg is the default from Autodesk. Also, in the Part List, Material is greyed out. That's the first place I went to change the Material.
I am able to easily import sanitary sewer pipe and structure information from existing GIS information using the import wizard. I do have one issue that I can't figure out how to fix: even though I match the material field in the GIS shapefile to the material field in the import wizard, the material for the imported pipe network defaults to concrete pipe. I have tried updating the shapefile and the part in Part Builder so that the material information matches exactly, but it still happens. I can work around this by selecting "Swap Part" for each pipe and then selecting the correct pipe material and diameter, but this can be tedious when dealing with a lot of pipes.
how to get the pipe material to import correctly?
How to get material section length with vb.net ? i need sample code with vb.net not vb.6?
View 1 Replies View RelatedWhy would you Dref a Viewframe Group into another drawing?I wanted to cut P&P sheets (via layout tabs) in a new drawing. The sheets display fine, except that the plan view is an xref. I cannot move the matchline labels in the new P&P sheets because they are xref'd. Sure I could go to the parent drawing and move them, but that become tedious. I thought, why not Dref the viewframe group into the P&P sheet, that way I could move the matchline label to a new position. By new position I mean along the matchline itself, not to different stationing. It works but the sheet next and previous labels display #### (hashtags). The only workaround I can think of is to create the P&P sheets in the current drawing (parent), that way the matchlines would be live. I don't want to do that, I want just the alignment and profile of the P&P sheets I create to be dynamic, Xref everything else..
View 1 Replies View RelatedI was working on my project today when the window popped up telling me to reload my pavement file. When I reloaded the file, the reference said it was unresolved. I tried to open that file directly, but it would not open.
View 3 Replies View RelatedI am trying to create a label for fire hydrants in plan view that shows the flange elevation. I want the elevation to be 0.4' above the adjacent road profile. I added a reference text component to my label style that shows the profile elevation. Where would I find the expression for the profile elevation reference text?
Civil 3D 2012 SP3 | Win 7 64-bit SP1
Xeon E5-1620 @ 3.60GHz, 16GB Ram | NVidia Quadro 600
I have a drawing when attached into another drawing, the coordinates have an exact 500,000 shift in the X value and an exact 200,000 shift in the Y value. Directely in the drawing, the coords are correct. They just won't attach correctly.
I can tell that this drawing was not created with the dwt we use (it is missing certain styles) - I wonder if the dwt could be to blame.
Also, I have been trying to figure the Map functions out with no guidance, I wonder if I somehow changed the attach settings to cause the shift.
AutoCAD Civil 3D 2012
Windows 7
64 bit
Intel Core i5-2500K CPU @ 3.30 GHz
8.00 GB
64-bit
I have a sheet with labels on the TBC with station and elevation. If I plot the sheet everything shows up fine. If I publish to PDF, the elevation portion of the labels shows as ?
View 1 Replies View RelatedHaving issues with Reference Manager - I can't add anything to it as it just goes into "Not Responding" mode and crashes? Is there a recovery/repair option for it?
IDSP Premium 2014 (mainly Civil 3D 2014 UKIE SP1 & Infraworks with some limited 3ds Max Design)
Win 7 Pro x64, 256Gb SSD, 300Gb 15,000 rpm HDD
16Gb Ram Intel Xeon CPU E5-1607 0 @ 3.00GHz (4 CPUs), ~3.0GHz
NVIDIA Quadro 4000, Dual 27" Monitor, Dell T3600
I was so excited to hear about the new pressure pipe networks that I had to get into the software. What I have found is both promising, and a little bewildering. The promising aspects are that the pressure pipes appear to act and function effectively, and in a manner consistent with real world design that is easy to understand and use. Kudos to Autodesk!
That being said, I do have a couple of complaints. First, the pre-loaded fitting and appurtenance libraries are very limited when it comes to sizes and materials that are more commonly found in the land development arena I work in (8" PVC is our bread and butter). Hopefully, additional resources are forthcoming - they usually are.
Second, and more importantly, I can't figure out a way to data reference a pressure pipe network. If we can't data reference the pressure pipe network, then we really can't use them at all, which would be very disappointing.
I can create single alignment labels (fixed point, offset etc) that show a chainage and, by using reference text, a profile level for an associated profile.
However, using the main labels that are used for displaying chainages along an alignment (alignment chainage label group) I can also add in a reference text label for profiles here, alongside the chainage one, but there is no option to set which profile it references so it just displays '???'.
Getting the alignment labels to also display associated profile levels at every chainage point would be incredibly useful.
I have got the ole Program Errors Dialogue back again. It seemed to stem from a rogue data shortcut that got broken.
I could not delete the broken surface reference, so had to create another data shortcut, create a reference and then I had the opportunity to delete the rogue surface and then the data shortcut.
Anyway, I got this error on Audit. (see image attached)
and this was the audit command line dump...
Command: audit
Fix any errors detected? [Yes/No] : y
Auditing Header
Auditing Tables
Auditing Entities Pass 1
Pass 1 100 objects audited
AcDbDictionary(8AB)
XData String Length 260 > 255
Truncate to 255
AcDbDictionary(8AB)
could not be repaired.
Pass 1 30600 objects audited
Auditing Entities Pass 2
[Code]...
I may have made an error by importing a data shortcut I didn't need in past weeks on this job. When a data shortcut is broken, it is quite hard to remove the reference.
Anyway, perhaps I just need to upgrade but I don't want to do it for this curent project as I am almost finished. (famous last words).
So what is causing this error that cannot be fixed? I didn't ask foran Xdata string to exceed 255 characters...
I have a Surface that is data referenced into many different drawings. On one of the drawings, the reference will not show contours until I sync. It will show the boundary. Just one of them...but I can't use sheet set manager to publish drawings since I have to open it up and sync. Is there a setting we changed? The styles are all the same. The surface is on C-Surface, the boundary is on C-Surface, the Contours are on C-Surface-MJR, C-Surface-MNR.
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