AutoCAD Civil 3D :: 2008 Surveylink - Does Not Recognize All Field Codes
Dec 2, 2007
We have been using Stringer Connect to convert our SDR files to RW5 then FBK, but have recently tried the Survey Link for Civil3D2008.
We use a field code "EC" for edge of concrete. Stringer handles this just fine, but whenever Survey Link sees EC it removes the code from the RW5 file, so we end up with points with no codes and no strings joining them.
I need to make them my best friend because the Subassembly Composer is basically useless unless you use the proper point coding for your SAs. This I know... I've attached an image from the Autodesk file that shows multiple point codes per link and point for the DaylightStandard Civil 3D Stock SA.
Which point codes must I use in my subassemblies to ensure I can create corridor surfaces properly down the road? For example the DaylightStandard SA shows...
If I'm building something similar in the Subassembly Composer what the heck do I focus in on for my point code. I will have issues with my Corridor surfaces down the road if I don't do this properly up front. I've seen examples where the Input / Output Parameters you define a string for the coding, is this to apply multiple codes to a point or a link?
It is my understanding that C3D will only display the first point when there's more than 1 code for a survey point.
My first thought was to copy the line in the PENZD txt file and edit so that there's only 1 code listed. I tried appending the point number with "A" and ".1" without luck I assume I would need to use the next available point number.
An example of my txt file is:
17371,298429.877,568639.651,801.030,LPM SGN This produces only the light pole symbol and not the sign.
C3D 2012 sp1 W7Pro 64bit HP Z400 Workstation 16 GB RAM Intel Xeon CPU W3565@3.20GHz NVIDIA Quadro 4000
In a description key code file, I would assume that a description key code of simply * would capture all points, but it seems this code gets ignored. How do we create a key code that captures all points?
For example, if I want to take advantage of the hierarchical processing of DKC files to assign layers, point styles, label styles, etc, I can theoretically create a 'design' DKC file that makes all points, regardless of their desciptions, to be sized relatively, and then move that DKC file to the top of the DKC file list.
I know this can be accomplished through the "_all points" point group, but I want to be able to control point layers as well, and as far as I know, neither point groups, point styles, nor label styles affect the insertion layer of a point, but DKC files do.
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?
How can you "hard code" a link code or point code into a subassembly? I can use Input parameters to create the code, but then the user has the ability to change the code once in C3D?
how can you lock the name of a point or link code?
I was wondering how to develop a Selection Set Filter that will select only Cogo Points? I know I need to use Dxf.Start as the code, but then what's the string associated with Cogo Points? Can't find any documentation on this or any Civil 3D-unique entities...I know Line is just "Line" and "Arc" is just arc...but Polyline is the unintuitive "LWPolyline" and "Cogo Point" isn't working.
I would like to have my corridor section points report to have different labels for the points like Edge of Shoulder or EOP instead of labels like P2 and Hinge. Is the only way to do this to somehow change the codes in the stock subassemblies?
I have a problem with point codes in section views in civil3d 2013. They are not showing at all. Drawing was made in civil3d 2012 and all point codes with defined styles were displayed correctly in section views and now they are all gone. Just link codes are shown. Is there something in setup of code styles that has to be changed?
Even if i set up new code and new label style it does not show up in section view after rebuild. Just in assembly.
If i do the same for link label it does show both in assembly and in section views.
When I paste the proposed surface with the corriodor surface and I check the profile the proposed surface ties to the bottom of the kerb ignoring the footpath.Also in the same drawing file I can't seem to export it to ACAD.
I have a user who will be moving to a new Windows 7 computer, for which I have installed AutoCad Civil 3D 2012. They would like it so that all of their settings and preferences are copied over from their current version of AutoCad Civili 3D 2008. Currently the user has windows XP professional.
We are in the middle of upgrading from C3D 2008 to C3D 2013 and are having problems with the data shortcuts. It appears that in 2013 you have to specify a data shortcut project folder and within that folder would be folders for individual projects. In 2008, we just put the data shortcuts within each specific project folder now that we have started working on projects that were setup in 2008, I am not seeing how in the heck we can access or create references to those existing shortcuts. I know we have skipped 5 versions of acad, but I would hope there would be a way to import or access existing project data.
I recently upgraded from map 2008 to civil 3d 2010. Whenever I open a drawing that was last saved/used in my map 2008 program, it freezes upon opening and tells me there are errors. If I ignore the problem, I can continue to open and work on drawing, but every time I open it up, I get the errors and the freeze. Is there something I can do in civil 3d 2010 that will bypass whatever is freezing it up? I have included a drawing that is freezing up in civil 3d 2009 and/or 2010 that was created with map 08
Typically at my company we rotate our drawing orientation under the Projects - Drawing Setup - Orientation. Rotate the drawing to a known basis of bearings. Then we label the boundary and the bearings are rotated to match the basis of bearings without having to rotate the drawing in model space. Just reciently my labels havne't been holding the orientation. So when I add a static or dynamic label the bearing reads as though my orientation is due north. BUT, when I loook at the line priperties, the bearing is correct, as it has held the orientation.
although I have created a custom paper size for print a drawing as I describe on the attached file, the program don't do it any change and does not recognize the changes or the size of the sheet.
If I select some objects (i.e. pipe, feature line, etc.) and right click to bring up my shortcuts, I click on SOME commands (i.e. object viewer, elevation editor, etc....respectively, the command does not progress....it forces me back to a selection box cursor and I have to reselect the object.
For example, I select a pipe, I then right click, shortcut menu pops up, I select "object viewer", and then my previous slection is not granted and it asked for a new selection (it used to always just proceed with the command), I then have to select the pipe I had previously seleted, and the command proceeds as normal.
not a bid deal, but it slowing down my productivity having to select these items twice. The wierd thing is that it is not like this with all of my right click short cut commands...only a few!?
We are trying to begin importing data directly from Tremble field book files into CAD so that we can process survey linework. What we are seeing is a shift of about 2 feet from the imported survey network and what the CSV values are when exported from the data controller.
I have an alignment which is complete in all respects. Profile also has been finalized. now the the survey (joint cross section) has been carried out and the output is in the form of field books. we hav the data in formate like we hav km and than offset left and right and than elevation.
my question is that how to use this data in civil 3d for creating cross sections and computing earth fill quantities.
Found a link to some code (URL...) to automatically place an Mtext field to label assemblies. It was written for C3D 2009/2010 but I can't get it to work for 2011 - any VBA gurus care to take a look to see if it will run (or not) on 2011.
i am doing a part builder totorial and when i right click autolayout data nothing happens. there is supposed to be a plus sign and you can assign the 'insertion point" of the structure.
I am new in civil 3d 2012 software and i have a major problem. i am a survey engineer and i have a topcon 3005 LN total station for using in field. i want to convert measurements from field into xyz coordinates via methods of civil 3d. i find that civil 3d uses fbk format (i don't know what is it), but my total station uses TOP format (ascii)
i ll give you two examples
EXAMPLE OF FBK FORMAT
UNIT FOOT DMS HORIZ ANGLE RIGHT PRISM CONSTANT 0 PRISM OFFSET 0 EDM OFFSET 0 CR OFF ATMOS OFF COLLIMATION OFF JOB LINEWORK SAMPLE SCALE FACTOR 1.000000 VERT ANGLE ZENITH NE 1 5000.000 5000.000 263.650 "STA1" NE 6 5088.000 6104.000 249.635 "STA6" AZ 6 6000 135.000000 AZ 1 1000 315.000000 STN 1 0.000000 "STA1" PRISM 0.000000 FC1 VA 1000 0.000000 00.000 90.000000 "AZMK" FC1 VA 2 117.563300 300.023 90.421692 "STA2" FC1 VA 101 29.082602 91.481 89.454093 "SDWK1 B"
EXAMPLE OF TOP FORMAT
S S1 1.443 D S2 1.564 328.7150 93.7675 4.412 D 3 1.564 225.6570 92.1310 9.926 D 4 1.564 241.7630 93.1510 9.680 D 5 1.564 256.0790 91.9080 4.420 D 6 1.564 344.5500 89.1070 1.714 D 7 1.564 189.6990 90.3460 1.703 D 8 1.564 203.8600 88.6180 2.567
I have a 1 mile road topo coming up for design purposes. The curb is standard, but there is full curb & depressed curb. If you had your way from the CAD seat, what shots do you prefer?
Most accurate I've seen iis Centerline, Edge Pavement/Edge Concrete Gutter, Flowline Gutter, Face Curb, Back Curb. More fieldwork, but made a good product.
What I have seen is CL, EP, BC, then "let them just use a template" and several variations thereof.
I have never seen a good way to automatically offset from say BC only and handle depressed curb by field coding.
I am having trouble importing a field book file.......I click the option to import survey data, verify the survey database then select the field book option but at that point Civil 3D does not alow me to browse to select a field book file.
I have a field in a block and all the FIELDEVAL variables are set as shown in the screenshot but the field doesn't update on REGEN - I have to issue the UPDATEFIELD command to update the field.
There was a previous thread started in March 2011 with the same problem - is this another unresolved bug? (No connection with Autodesk other than using the products in the real world)
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
We use Trimble data collection software. We typically import a "rw5" file converted from the "job" file. We then convert the "rw5" file to a "fbk" file. The conversion process has some bugs in it..
We have found two problems (thus far!):
1) The backsite data, for a station set-up, gives back an error when we reduce the data into the survey network. It also tweaks the coordinates for the set-up point. We have fixed the error by noting this line of data in the "fbk" file.
2) When the field doubles angles (wrapping, turning, etc.) C3D use only the first angle turned and not the mean or averaged angle.
We have found that if Trimble Geomatics Office (TGO) is used in post-processing, the "fbk" file generated works on both counts. FYI, the Trimble ribbon does exactly the same thing as C3D when a "job" file is imported, i.e. does not work properly.
I've got a drawing that contains an XREF. I've got a field reading the viewport object's Custom scale>Use scale name. However, whenever the drawing is loaded up all of the XREF's scales get imported. Since they contain the same scales, the field changes to read the XREF scale instead of the one it was set to. They are the same scale, but the field reads the XREF one first. Here is a screenshot showing what I'm talking about. Notice that the viewport's properties never show the scale as 1:20_XREF, but the field does.
I've been having to click "show all scales", do a SCALELISTEDIT, remove the XREFs, then do a UPDATEFIELD. I have to do this every time the drawing is open. It stays that way until C3D is closed. This becomes a problem when I go to PUBLISH a sheet set. If I haven't opened all the sheets in the sheet set and changed the scale list then they all get the wrong scale list shown.
Infrastructure Design Suite Premium 2014 Civil 3D 2014 x64 Windows 7 64-bit 6GB RAM
I have been provided with Surveyed Utility Locates along an Existing Roadway. These are provided to show conflicts between the New Storm Sewer System and Existing Utilities such as Water, Sewer, Gas, Elec, etc. The survey however is incomplete as it was prepared a few years ago and the Storm Sewer has just been designed. Yes, I can create points and provide them to the County Surveying department. However, before this is done, I must provide an easily-understood format of the new survey locations to the County Project Management.
To provide a Point Table which references the Surveyed Points' location in reference to the roadway stationing (Alignment). I have attached what the point table is to look like.
I am unable to find the desired data reference in the currently provided data field selection. Am I just missing it or is this a "Wish List" item?