AutoCAD Civil 3D :: Converting / Editing GIS Data
Mar 19, 2013
I have a project that I need to get GIS data converted to CAD so I can edit in CAD. I am not looking to convert it back to GIS. I've tried the Export to CAD but all I get is line work. The GIS data is for water, sewer & drainage. I need to get the manholes, valves, etc. Not being familiar with the GIS software (ArcGIS) Maybe part of the problem is not using a seed file in the conversion.
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Oct 29, 2013
I have an alignment I need to edit that has a reverse curve. The first curve was made with the "Floating Curve (from entity, radius, through point)" and the second with "Free Curve Fillet (between two entities, radius)"
When I delete one or both curves i lose all the superelevation data beyond the editing location due to the temporary spit in the alignment. The superelevation data is all manual. This is a trail and the super is based on drainage not curves.
how to edit the alignment with a temporary split and not lose the superelevation data? I have not found a way yet to remove the reverse curves and not have a temporary gap.
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Dec 18, 2008
Convert a GPS file (.ssf)? I am attempting to do this by converting the .ssf file, which contains GPS data point information into a DXF file. Then from the DXF file, I tried opening in AutoCadd Lt 2007, but nothing shows up on my screen. There are no layers turned on, frozen and I did a zoom extents, but its as if there is nothing in the file???
I was thinking that maybe I should try converting the .ssf GPS file into a DXF and then placing it into an DGN file.
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Apr 24, 2012
I have a master shape file that contains parcel ID, owner, tax info., etc. I have another file ( access 2003 -open to better file format suggestions-) which contains parcel ID and a "yes" or " no" entry for whether or not the parcel needs a new water meter. All I want to do is add the water meter information into the other shape file. This would create one shape file with one table with all the information that I need.
Ultimately I will use the information to do a map query and find out spatially where i need new water meters.
Right now i have the master shape file connected though the “Connect to Data” feature. I also have the new data added to the drawing though the Data sources------>attach under the “Map Explorer” Task pane. I attached access file (ver. 2003 .mdb) which has two columns “Parcel ID” and “Meter”.
I right click on the shape file under the display manager and select”Create a Join;” however my water meter table is not listed as an option. Will this not work?
Plan B - I tried to Create and connect to the access file as an ODBC connection. Followed this guy’s directions to a T [URL]. But when i populate my table under the fdo connection the column headings exist ( “parcel ID” and “Meter”) but the actual data is missing. Am I missing something important?
Note: I am running c3d 2012 on a Win 7 64 Bit machine. I also removed office 32 bit apps and installed 64 bit apps to see if that would solve the problem. No go.
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Apr 10, 2013
say you make some parcels in your project with custom data fields like: id_no, permit_no, acres_served etc. you attach an agency provided shape file via an fdo connection that has many fields of information like above.
when you right click on your parcel and do parcel properties you get a tab that lets you input the custom parcel data.
lets say you print an fdo map label showing, say, the id_no, provided in the shape file. Then in your custom parcel properties for id_no you type that in.
is there a way to make an expression to put in the other custom parcel properties that will read, say, the permit_no(id_no) from the fdo like and put that information in the custom parcel property field?
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Jun 7, 2012
I'm having problems getting super elevation data to transfer to different drawings by means of an alignment data shortcut. I know alignments hold the super elevation data so I've gone into my alignments data shortcut, input my super elevation data, saved and closed. Now when I open my finished grade drawing, reference in my alignment and profiles, then create a corridor from that information, my super elevation didn't transfer with the reference.
I pulled cross sections and it appears is has no clue there is any super elevation data. Also, I tried bringing it directly into the drawing I'm doing my corridors in and it erred saying I must be in the parent alignment drawing. Data shortcuts are pretty much useless to me if super elevation data doesn't transfer.
64 bit Windows 7
Intel Xeon (R) @2.8GHz
6.00GB Ram
Civil 3D 2012
Civil 3D 2012
Intel(R) Xeon W3530 @ 2.80GHz
6.00GB Ram
Windows 7 Professional
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Sep 9, 2011
i have created a data band in profile view that should show a created profiles elevation, but some of the the data fields are missing irregulary. Also in the data band that shoud show the diferenece betven the tow profiles - EG and the new profile the data is missing. The EG profiles data and the surface are ok all is shown.
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May 3, 2013
I've just installed Civil3D, 64-bit on windows 7(running on bootcamp) and am trying to insert a georeferenced raster image but have encountered some issues.
1. "Home tab>>Data panel>>>insert An Image" - The data panel is missing and it's also not found in "customize palettes"
2. Trying the data connect route does not work either: Display manager>>>Data>>>Connect To Data - There is no 'Data' option and I cannot connect to Data.
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Feb 27, 2013
I am having problems regarding Data Table Types.
I utilize Excel to build BOM's. I import them through data connection, I than will tell it which cells are Headers / Data / Titles. At which point text sizes / styles ... are applied.
Problem,
I have a cell that is enlarged with small text in the middle. I can orientate the boxes to increase in the Vertical or Horizontal directions larger than the original Excel Data File but i cannot get them to shrink?
I want .05" on the left / right of the widest data, and .02" on the top and bottom. If i change Vertical to .02 it puts the text at the top of the cell.. but if i put it at 1, it enlarges the cell and places it in the middle.
Horizontal i want .02 from the left, but if i align left it goes all the way to the left line.
Can a table format re-define an external excel spreadsheets cell lengths? Obviously taking into account if Wrap text is Enabled it takes the width and defines only the height?
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May 17, 2012
Is there any way to convert raw files to DNG after they have been edited and preserve all the edits in DNG?
I have to say I never converted anything to DNG before. I just tried to convert a few files and all the edits have been discarded.
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Apr 5, 2014
I was recently reading on a Nikon Forum where a writer stated that some data is lost when converting to DNG in Lightroom.
Every compression algorith is flawed if a single bit is lost and the original can not be recreated. Since the DNG converter must know about your camera model and it actually converts the NEF into an image before compressing the image, AND you can not, after converting to DNG convert back to original NEF, it is to me obvious that it is indeed a lossy compression, not just 'simple' data compression like zip, tar or whatever other type of data compression you want to compare with, which is truly lossless.
The Nikon lossless compression works entirely on data compression principle, preserving every bit and recreating every bit of data when you edit the raw image, and that can not be done once the image is converted to DNG. That is why many people, who use DNG, also preserve the original NEF, which in my opinion, is a totally pointless work flow. The only reason I can see to use DNG is the ability to share the image with somebody else who is not able to edit NEF, but I might as well use TIFF in that case.
The DNG converter must have knowledge of the camera model concerned, and be able to process the source raw image file, including key metadata to be able to convert and compress. A real lossless compression algorithm NEVER looks at the contents of the data because it is totally irrelevant for the converter to know what type of data you convert and try to compress, since it is based on mathematical patterns and statistics only.
I look at DNG like I look at PDF. A Word document, especially with photographs in it, can be converted to PDF and it may look like you have not lost anything, but yes, you have lost a lot actually and you can never ever recreate the original Word document with the same quality like you have had in your original.
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Jul 30, 2012
Is there a way to edit the an attribute data if it is defined as number to add a value of .3 to the number being displayed in this attribute box. The feature is a point and i'm looing to add the .3 value to elevation attribute value that weren't pulled from a surface or created using object data.
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Apr 28, 2013
I've got a strange situation regarding the bolted connection generator. For some background, I made another post a while back about editing the hole sizes for Flat Head Cap Screws so that the heads were below flush. That thread is here:
[URL]
Basically, I increased the countersink diameters Clearance.xls and then found that the Design Accelerator doesn't use that spreadsheet for its data source. More research led me to this file:
C:UsersPublicDocumentsAutodeskInventor 2013Design DataDesign AcceleratorTablesHolesAnsi Unified Screw Threads.xml
So I edited the diameters in this file and tested the design accelerator and everything was great. [I kept a backup of the original...]
Since then, another thing that has bothered me was counterbore numbers for socket head cap screws. The Cbore diameters don't match the tools that we have and the depths are always right on size. i.e. for a 1/4" SHCS, the bore is 7/16" diam x 0.250" deep. In reality our cbore tools are about 0.406 and we cut them about 0.265 deep to make sure the head is below flush.
I went in to these two XML files and edited them (and kept backups): Ansi Metric M Profile.xml Ansi Unified Screw Threads.xml
Everything seems to be cool, except for one scenario. When I create a counterbored joint for a metric SHCS, the cbore diameter is always 16.00 mm diameter and too deep, regardless of its size. I searched the XML file and what it's doing *does not* match the data in the XML file. I monkeyed around a little more and could not get the counterbores to come out right.
So at that point, I renamed all the files to restore my original backups to the "factory" ones. I assumed that I screwed up the formatting or something in the data table and I'd just try it again. However, even after I restored my backups and removed my edited files, the metric counterbores are messed up.
What I don't understand is that changing the file "Ansi Unified Screw Threads.xml" *did* update the holes for English screw joints. But does the DA pull data for metric joints from somewhere OTHER than "Ansi Metric M Profile.xml"? And if it does use this XML file, why isn't it working? The original data has been restored, but the behavior is not behaving correctly.
Inventor 2014 64-bit SP1
Win 7 Pro 64-bit SP1
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May 14, 2013
I've got a strange situation regarding the bolted connection generator. For some background, I made another post a while back about editing the hole sizes for Flat Head Cap Screws so that the heads were below flush. That thread is here:
[URL]......
Basically, I increased the countersink diameters Clearance.xls and then found that the Design Accelerator doesn't use that spreadsheet for its data source. More research led me to this file:
C:UsersPublicDocumentsAutodeskInventor 2013Design DataDesign AcceleratorTablesHolesAnsi Unified Screw Threads.xml
So I edited the diameters in this file and tested the design accelerator and everything was great. [I kept a backup of the original...]
Since then, another thing that has bothered me was counter bore numbers for socket head cap screws. The Cbore diameters don't match the tools that we have and the depths are always right on size. i.e. for a 1/4" SHCS, the bore is 7/16" diam x 0.250" deep. In reality our cbore tools are about 0.406 and we cut them about 0.265 deep to make sure the head is below flush.
No big deal, right? I went in to these two XML files and edited them (and kept backups):
Ansi Metric M Profile.xml
Ansi Unified Screw Threads.xml
The problem ==========>
Everything seems to be cool, except for one scenario. When I create a counter bored joint for a metric SHCS, the cbore diameter is always 16.00 mm diameter and too deep, regardless of its size. I searched the XML file and what it's doing *does not* match the data in the XML file. I monkeyed around a little more and could not get the counterbores to come out right.
So at that point, I renamed all the files to restore my original backups to the "factory" ones. I assumed that I screwed up the formatting or something in the data table and I'd just try it again. However, even after I restored my backups and removed my edited files, the metric counterbores are messed up.
What I don't understand is that changing the file "Ansi Unified Screw Threads.xml" *did* update the holes for English screw joints. But does the DA pull data for metric joints from somewhere OTHER than "Ansi Metric M Profile.xml"? And if it does use this XML file, why isn't it working? The original data has been restored, but the behavior is not behaving correctly.
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Oct 25, 2013
Im shooting Nikon D5100 and D3200 cameras. Im recording GPS data with a Nikon GP1. Im shooting jpg FINE and LARGE 6016 x 4000; 24.1M. I need to be able to batch and individual edit the images which Im able to do but after exporting them my GPS data is gone. Im running an iMac with the latest software and LR 5.
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Aug 2, 2011
When I create my merge document, regardless of how many pages, I will need to make edits to some of the text. Corel will randomly crash when I try to edit the text. Every time. I have lots of work to do and have not the time to deal with this.
Using Corel Draw X4 v14.0.0.701
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May 24, 2013
Anytime i have to go backwards it is such a hassle. In this case i need to convert it to 2010 with no aec objects.
I have etransmit to 2010 exploded aec, but the wipeouts become 3d faces. I feel i spend way more time then it should take. Are there any third party softwares?
Civil 3D 2013
HP Z400 Workstation
6GB of RAM
296GB HDD
ATI FirePro V5700(FireGL)
Win 7 Home Professional
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Jun 18, 2013
Any pdf converter that supports 64 bit and works with the huge pdfs I'm getting.
The dwg does have aerials in them.
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Mar 4, 2013
Is there any way converting surface to 2d hatch ? I am making plan view to show materials used to make my road , to do that i need to hatch all the plan in different hatches ( for example sidewalks - green, paves -yellow, shoulders - brown... ) .
I could try hatching closed polylines made from corridor feature lines , but i get often an error that my boundaries aint closed . SO i started to think , maybe there is a way to do something from surfaces.
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Dec 13, 2013
I am trying to convert my corridors to solids and under toolspace-settings-corridor-commands there is a command called export corridor to solid but this option is not coming up in my toolspace.
I made this original file in civil 3d 2013 but am working on in in civil 3d 2014
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Aug 4, 2012
I have imported a wire frame as a dxf file from another 3d modeling program and want to know how to convert it to a civil 3d solid.
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Nov 8, 2012
I am doing a little trial and error on possibly converting a drawing from .ctb to .stb. When we start a new drawing, it will be started using named plot styles so it shouldn't be an issue. But there are times when we receive a drawing from someone else and need to convert it.
The first thing I did was convert ctb to create a conversion .stb. Then I used convert pstyles to convert the drawing to named plot styles. For the plot style table I chose the conversion .stb I just created because it needs a color mapping table.
But I don't want to use the converted .stb table, I want to use my company plot style. So when I am in layer properties manager, Plot Style is still grayed out and I can't change it.
When I type in pstylemode, the default is 0 (read only). How do I change it so it's not read only and I can use my own plot style table?
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May 10, 2012
I have some polylines that mark the edge of roadway and around the curves there are arcs in the linework. How do I turn the polyline with arcs in it into a polyline with vertices, say, every .5' or so along the curve and turn the curve into a polyline? I tried the pedit and using decurve but it doesn't work well.
Using C3D 2012
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Apr 16, 2013
When using "convertpstyles" to convert from ctb to stb I am asked to select a stb file. When I do I am given an error that says the color mapping table I have selected does not contain a color mapping table and cannot be used to convert the drawing.
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Feb 4, 2013
Any method for exporting an alignment as a shapefile in C3D 2011?
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Oct 25, 2012
So I am attempting to create a simple grading daylight. I began with a 3D Polyline that has only 2 verticies. When I "Convert Feature Lines from Objects," it creates a feature line with 4 verticies. The 1st and last have the initial elevations from the 3D Poly, but the 2 new verticies seem to be pulling elevations off the surface below where I am working.
My questions are: 1) why are new verticies added? 2) can this be prevented?
I know that I can overwrite the slopes in elevation editor, but this seems like an unnecesarry extra step.
Civil 3D 2013, HF3.0
Windows 7, 64-bit, SP1
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Oct 11, 2013
I'm trying draw profile, I see "compile error can't find project or library",
then I select "convert VBA pipe and structure rules to .NET" it works until I turn off civil 3d
how to do, that it works for everytimes?
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Aug 19, 2013
I need to update metric numbers on a older CAD file to imperial numbers. Right now it is all single line text. Any way to easily convert single line text to some format that could then be converted from metric to imperial? I have stationing, pipe sizes (in milimeter), inverts, etc.
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May 15, 2012
Is there a way to convert decimal degrees to a point id? I have tried inputting the decimal degrees in as point but land no where close to the coordinate it should.
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Mar 26, 2012
Why I get a process error batch converting these drawings? The command line says could not bind xrefs but I clearly checked the option not to bind.
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Apr 2, 2013
Any program or routine in lisp or net that can select a group of 3d polylines in the form of a tin and convert them all to 3d faces?
I know that I can take the 3d polylines and explode them to 3d lines. Then I can use map clean to delete the duplicate lines. Then I can create a C3D surface using the 3d lines. Then I can extract 3d faces from the surface.
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