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.
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.
View 2 Replies View Relatedsay 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?
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.
View 1 Replies View RelatedWe 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.
How do I include sideshots from a field book file in the adjustment of the traverse? In LDD you would import the FBK, then when imported, after defining loop you could check adjust loop to your specs. If it looked ok, you coould adjust loop, then when complete the command line asked if you wanted to adjust sideshots. You could select Yes or No and they would (or would not) be adjusted also. In Civil 3D 2013, I have imported the same FBK. When imported I have defined the traverse. I can then adjust the traverse to my specs, but it will not include the sideshots. The sideshots do not list in the Networks Non-Control Points list, so I am thinking this is my problem.
I have also edited the FBK to remove the traverse legs and just run as sideshots from the already adjusted loop values, but it still does not appear to work.
XEON E3-1270
32 GB RAM
Win 7 Pro 64
Civil 3D 2013
256 GB SSD
2TB HDD
nVidia Quadro NVS450
3 monitors
(all available hotfixes/updates applied)
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 just wondering whether FIELD category can access the OBJECT DATA Table ?
I want to use a block to display its OD table's attributes as Annotation text , so that the Text will update when the OD table change.
Or do I need use the Data connection for this purpose ?
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?
AutoCAD Civil 3D 2009 w/Updates, Windows XP Pro, SP3
I am looking for a tool or routine to automatically add a unique object data ID number to Points or lines of a sewer system, that extract a prefix number from a seperate object data table (a location grid of closed polygons), then add a sequential number to each selected object. For example, 12 manhole points and 3 cleanouts are located with in one grid polygon. The Grid polygon has a coded id like 61280206, I want to be able to select all the MH and CO points in that grid polygon and have the new ID numbers be 6128020601, 6128020602, 6128020603, or to be able to specify the starting number like 6128020621,(for adding new points and continuing the sequence.
Better yet would be a routine that would be able to apply this system to all the points in the entire project area, extract the number from the appropriate grid polygon, and fill the numbers in one operation.
This is for the initial id numbering of a Cities, Sewer, water and electrical system.
I have searched for and found many LISP routines that do some of this (like ODCOUNT, etc), but none that I have seen have the data table extraction abilities. I do have one that works like this and files in the prefix number from a named views. I have several thousand grid cells (880ftx880ft). Perhaps there is a way to use my polygons w/table to create and name views
I am trying to get my points to displey the " mark from our descriptions. The description keys are set to $* and I have tried changing the Label Style from full description to raw description. I cannot get any information after the " mark from our field data. LDD used to put it in, but civil 3D truncates the information. I know I can do a find and replace in the .csv file, but would rather not have to continually edit the .csv file. Where the setting in civil 3D is to allow this to happen? I have even messed with the Point File Formats to no avail.
View 2 Replies View RelatedUsing C3d 2013.
Where do I find the PI data of an alignment object to plug into a mtext Field?
Field Category and Field Name and any other steps to locating it would be useful.
The gps data from my D-SLR camera does not appear in Lightroom 4 after importing the pictures
View 1 Replies View RelatedI enter data into an Excel job setup worksheet. I then want to be able to extract data from given cells in the Excel worksheet, and have this become fields in AutoCAD. I do not want to use a table in AutoCAD - I want (ideally) to have the Excel data come in to AutoCAD as a field. I can see that Data Links tends to come in only to a table in AutoCAD.
View 1 Replies View RelatedI have been through all of the system variable field sources but cannot find one that stores the scale of a viewport. I want to add a field to my drawings that prints the viewport scale and updates it automatically if and when I change the scale.
View 3 Replies View RelatedHow to choose the attribute or field data from a list?
When using the “title block”, attributes and fields to better control the information that belongs to the drawing, then it worth to have a feature that allows selecting this information from a LIST.
For example, if we need to specify “location” of the project, then it is better to have sort of list from which we can select the location of the project the same we do it in the Excel (as shown in the screenshot below).
Is there such feature in the AutoCAD? To choose the information from a list?
I've got a block with multiple attributes. This is not a problem to redefine the blocks attributes.
Some of the attributes contains dynamic fields (blockplace holder x y z parameters) When i insert a block with such atributes that includes the blockplaceholder dynamic fields i get
X: InsertionPoint => It is recognized as an Dynamic field but displays InsertionPoint. and does not update the value.
How can i update the fielddata from vb.net?
Part of the code I use (where i think the problem is)
For Each attid As ObjectId In refbtr attent = tr.GetObject(attid, OpenMode.ForRead) If TypeOf attent Is AttributeDefinition Then Dim attdef As AttributeDefinition = attent Dim attref As New AttributeReference() attref.SetAttributeFromBlock(attdef, myBlockRef.BlockTransform) Dim attrefid As ObjectId = myBlockRef.AttributeCollection.AppendAttribute(attref) tr.AddNewlyCreatedDBObject(attref, True) End IfNext
How to plot a survey drawing with field data in text format, (using Autocad 2008, so that the point number and XYZ coordinates appear on the drawing.
View 1 Replies View Related problem I am having is with the text fields. I want my text field to be a specific width to fit within my layout - and have the text expand or contract based on the width of the text layer. What happens now is the Last Name (for instance - could be the First Name, Team Name etc) for instance comes in very long and I have to manually compress the text layer width (the height is always good) to fit in the layout (or comes in really short and I have to expand it).
Going through 100's of PSDs after the import of the dataset really slows down the workflow....is there a way to "lock" a text layer to a specific width (and height) - therefore having the text expand/contract as nessessary when the import occurs?
I have looked at couple of scripts - but I am new to JavaScript (use VBS quite a bit at work - but not familar with JS). But this may be what I have to do...
My users are able to fill out a form and save it as a PDF onto their computers. They can re-open it and the data they entered is visible, however when they choose to print the document, the field data does not print.
View 1 Replies View RelatedI 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.
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
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.
View 4 Replies View RelatedI'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.
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.
View 7 Replies View Relatedi 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.
View 2 Replies View RelatedI 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
Need converting TOP format to fbk format?
Why is that if I import some points that have a "/" (field code escape) the symbol does not come in. For Example: TP/ 1' N.S
Civil3D 2013
Windows 7, 64 bit
Intel i7 2600 @ 3.40Ghz
16 GB RAM
Nvidia Quadro 600
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
Why cant I save a cdr job with all the merge fields setup so that next time I open the file I can go straight to 'merge to new document'.
So Ive set up a 10 to view raffle tickets job. Inserted 20 numerical merge fields, positioned, resized, applied font size color alignment etc etc etc.. Takes ages..... So then merge to a new document, works nice and I can save it fine.
There are a hundred reasons why i may have to close the 'master' merge file before the job has been successfully printed. It may be a repeat print job.
Any which way I really dont get why the live merge data fields are lost on closing the file.
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.