I copied some Survey Data of AutoCAD Civil 3D 2013 for Surveyors to my C3D 2013 machine few weeks ago. Now I cannot do the "Import point file" of the Survey2 Data B in Survey Databases, because the Survey2 Data B is locked up - see the attached file that has a red circle with an arrow on. How I can unlocked the locked Survey 2 Data in the Survey Databases.
View 1 RepliesMy company has upgraded to new computers recently (Windows 7, Civil 3d 2012). Some of the new computers are unable to access ANY survey database for edit. They can be opened read only, but the option of opening for edit isn't even available. The old computers we have CAN open the same databases for edit. We have attempted repairing/reinstalling, but to no avail. All the new computers were cloned from 1 original.
View 2 Replies View Relatedhere's my process:
1- Import the asc file into my drawing.
2- Convert the asc file to a FBK file
3- Import my FBK file. The survey figure linework generated doesn't overlay my previously imported asc file. I checked the FBK file and the coord's match the asc file. I'm confused as to why the survey figures don't overlay the survey points from the asc file, since the coords match in both? The survey figures are all shifted .7' and 54deg. from the points. The elevations are all good on the survey figures, as they match the survey points.
So my quick fix is to explode the survey figures, since I don't really need them for what I'm doing, and then select all the 3d polylines and move them to them to an appropriate survey point. Everything then looks fine and I can get the job done.
However, I would like some insight as to why this might be happening. It's strange that the FBK and asc coordinates match, but the survey figures aren't lying over them.
I am bringing in the points by importing survey data because I don't want anyone to be able to edit the point data.
Vive noticed that they can be erased and that you can explode them.
Is there a way to "data shortcut" information imported from a data file into multiple drawings? If so, is there a way to lock the data points "in place" and not be able to adjust the point location/elevation, but allow the movement the text information around within the drawing.
The goal is to have multiple drawings with these data points and be able to move the text information from the style, but not (in a million years) be able to move the data point itself. There may be multiple drawings with these points located within them.
I am using AC3D 2014. I have created a surface from downloaded DEM points, but, as expected, the contours are not as accurate as I would like. They vary from known elevations anywhere from a few inches to several feet.
I also have survey data from approximately 500 points which include Northings, Eastings and Elevations. Is there a way to add these points to my existing contour surface and incorporate these know NEZ points such that he contour surface is more accurate?
I have already converted my "known point" file to a .txt format with comma delimited information.
I am wondering if it's possible to have a point code automatically add data to a user-defined field either in the survey database or in a drawing. For instance, our surveyors currently will code a catch basin as CB INV2.2 if it has an invert depth of 2.2'. I have a survey point user-defined property called InvertDepth. Is it possible to get the survey database to automatically add 2.2 to that user-defined property or does that have to be manually input? I have an expression and a label style that will take the elevation shot and subtract the depth number to give me the invert elevation on a lable, but I'd like to see if this can be done automatically without having to manually type in the depth on every point that is a catch basin or other inlet.
I've looked into the description key-set's parameters, but they seem to be mostly for display purposes and writing a full description.
We recently tried to convert a RAW data file to FBK and the program aborted after running several setups. I have viewed the raw data on the data collector, but there appears to be no error. What other methods of conversion could I use to convert the RAW data file to a TXT file? I was hoping that our local AutoCad/Topcon dealer would be able to have a work-around, but they seemed stumped too. We have never encountered a problem usitlizing the Survey data Collection Link with any of our traverses prior to this time.
View 3 Replies View RelatedI want to create a road map using the survey data. Iv'e got some examples attached below.
How to create such type of drawings in autocad civil 3d.
I imported survey data from a file into the drawing and created a surface from the points and figures. No problem. Engineer wanted to change the datum from assumed to known. At this point all figures have been copied to a new layer flattened and changed to 2D polylines in order to hatch. Then the figures reimported. I raised all the points with the edit datum and raised the figures with edit survey figures. Surface was adjusted and tweaked. Everything was fine. I open the drawing and all the figures are back at assumed datum and the points are on the right datum. Now when I tweak the surface it uses the bogus elevations from the figures. How can I get my figures to save the adjusted elevations?
View 4 Replies View RelatedWe use Survey Data Collection Link to convert our file formats, in this case it is a GPS job exported from a TSC2 using Trimble Survey Controller Version 12.46. I exported the job from the data collector as a .csv file then use SDCL to convert the .csv into a .fbk file. I am getting this error saying the file is invalid or in use. We ran into this problem a couple months ago and it disappeared after a couple days, and now it has resurfaced.
Running Autocad Civil 3d 2012 with Service Pack 2, Windows 7 64-bit OS.
What I have is northing/easting survey data starting at an arbitrary point. The rest of the points are measured from that.
I do know the global coordinate of the base point, but no other points.
My question is how can I take all of the points and create gloabl coordinates out of them. I assume this is possible because I know the global coordiane of our reference point, I just have no clue how to do it in CAD.
I am fairly new to the Civil side of AutoCAD, as I used to work primarily in Map. I am working on a street rehab project in which I need to take survey points showing existing elevations (centerline, flowline, and top of curb) and show existing profiles in a profile view. I have no problems setting up the profile view(s) or the centerline alignment, but I am having problems with creating the profiles themselves, and I have a two part question about them
Question 1: According to the user's guide, the correct way to set up an "existing" profile is by extracting it from a surface, but I don't have a surface to use. In reading through the various profile types, the best way to set up what I want seems to be by using the profile layout tools, but the help says that a profile layout is supposed to be for a final "proposed" profile, not the existing. Does this actually matter? Will I be breaking Civil functionality by creating an existing profile using the profile layout tools?
Question 2: In reading through the profile layout tools, everything seems to be centered around PVI's. Even using the "tangent tangent" method to add in points seems to only use the first and last point as controls, with everything in between treated as a PVI. If you look at the documentation here, points one and four are treated as actual elevations, while curvature occurs at points 2 and 3. In my case, since what I have is a series of actual points on a surface, each point should be an actual surface elevation with curvature occurring between points and not at them. What method should I be using to input the points in the profile?
How do you move a survey database and data shortcuts? Without going into details, sometimes it is necessary to copy portion of projects as new projects. The survey database along with the drawings our surface, points, linework, etc. need to reference the new directory. I can set the survey database folder location to the new path but am not certain the information in the dwg is point to the correct location.
The same essentially applies to the data shortcuts. I'm having trouble getting this to work. With LD we were able to copy the project and resuscitate the drawing(s). I tried to use Data Shortcut Editor with the Saveas. I then attempted to rename the dwg's and path the new location and name but receive an error of Invalid source file. Correct the path or press Esc..
i am following the new feature of CIVIL3D 2013. i have some problems with making user defined properties.
when i make a lable style for figure, lable style should be selected.
But i don't know how to make a properties for text of lable style.
see image below. i select the add labels of annotate ribon -> figur -> add figure labels -> edit section of line label style -> layout tap -> contents below text -> you can see the owership which is user defined properties.how to make that properties?
I am importing survey data using a .txt file. In that file there are a few lines that I don't want C3D to read. Is there some character I can put at the beginning of the line so that it won't read or give me an error? In some other programs I have seen # or : used to do this.
C3D 2012 sp1
W7Pro 64bit
HP Z400 Workstation
16 GB RAM
Intel Xeon CPU W3565@3.20GHz
NVIDIA Quadro 4000
i need to guide for using sanding total station for exchange data now my question is that do there is any way in civil 3d survey menu that i can use sanding total station for exchange data?
View 1 Replies View RelatedWhen you use the Import Survey Data wizard it automatically creates a point group that goes to the top of the list. This used to be created with a standard point style and description, but something has changed and I'm getting a different symbol and label that I definitely don't want as the default. I would think that this would be controled by the CreatePointGroup settings, but that isn't working for me. I can't find any other settings that would override or control this.
(running C3D 2012 sp4, Win7 64bit, 8GB)
I am a land surveyor using AutoCAD 2012. Just new to 2012 version, previously used 2005 version.
My question is:
Is it possible to (and how do I) create a 3D model of a ground surface from field survey data which has been collected. The data i have is currently in Leica GSI format, and has x, y and z coordinates. I can easily transfer this into a .csv file i necessary.
I would like to try to make topographic map from survey data, however my data is in excel format. Can i import the data in autocad? I'm using autoCAD 2014 trial.
View 9 Replies View RelatedHow 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 RelatedWe process survey data using Attributes to add extra intelligence and reduce errors.
For example, when shooting trees, the RAW file will contain something like this:
SS,OP 50,FP1299,AR308.2057,ZE91.0918,SD128.282,--TREE
FC,PN1299,FNTREE
AT,TNSZ,TV11.0
AT,TNTY,TVMAPLE
or when shooting a street sign:
SS,OP 50,FP1437,AR324.1135,ZE91.4728,SD123.235,--SIGN
FC,PN1437,FNSIGN
AT,TNTY,TVNO PARKING
The FC code sets up that attribute information will follow for the point number indicated by PN and the FN is basically explaining the name of the feature type. On the collector, this is all menu driven, making for few data entry errors.
The AT codes list the attributes name TN and then the TV reports its value.
Is there a way to preserve these attributes and their data when processing them into an FBK? Ideally, they would need to become part of a point description.
When processing this for that "other" CADD package, I am able to use these values in building labels for my survey points.
I was curious what the basic workflow is for creating an EG from a survey. The catch is that we don't have a point file or elevated points on the drawing. The drawing is just that a drawing with spot elevations and linework. The lot is 100' long and 30' wide. An existing house takes up most of the lot with a street on the front and back. The idea is to try making a grading plan after I figure this first part out. Where would I begin with something like this to figure out the next step of grading a small lot?
View 9 Replies View RelatedI was following Civil 3D 2008 Education Curriculum Module 04-Survey on how to import field books, create points and figures, insert them into the drawing, and then (per page 04-35), remove the network from the drawing.
Now I have a serious problem, and cannot add any new Networks. The "Name" and "Description" appears, but there is no place for a cursor entry.
Do I have to re-install the program?
Is there a way to have cad automatically create a survey point when a surface point is added manually?
Civil 3D 2013
Windows 7 64-bit
Inteel 2.40 GHz 8 GB RAM
Dell T7600
i have a point file specifically a PNEZD file. when i import points into the survey database the coordinate in the database is correct but the coordinate on the drawing tends to be 5 feet off one way and 1 foot off the other. When I import point through the points pull-down menu the coordinates are correctly shown. When I import point into survey database from drawing the coordinate is incorrect in the database but correct on screen.
View 3 Replies View RelatedWe need to move a survey point. I know the point can be unlocked in the drawing and moved, but how can the survey database be updated? After the point is moved the database does not update even after closing and reopening the dwg and database.
View 5 Replies View RelatedI'm exploring the option of going from normal autocad and PDS (for our road designs) to fully using Civil 3D 2013.
Generally we only recieve a survey drawing as a 2d cad file with height points represented as 2d text.
In PDS all we need do is 'convert text to point' and create a ground model, this gives us a 3d ground mesh to work with.
In Civil 3d i've found 'movetexttoelevation' but now i'm stuck with adding a point at the node of the text object, and then I need to creat a surface model to overlay a 2d siteplan andstart creating our roads.
Are there any issues with coping a survey database to different directory?
View 3 Replies View RelatedI had an issue where I dropped points into my drawing for a survey and they weren't at the distance compared to recorded plat. I have checked the points mathematically, and they were dead on. A coworker suggested that I WBLOCK the points I was working with that way I don't move single points out of place. I disagreed, because the way i move points is I use the TOOLSPACE and move them as a group. So what I did was to drop the points again and now they were dead on the second time. I don't like turning points into a block due to the fact that it messes up my drawing.
View 6 Replies View RelatedHow are you or your company managing points as in field shots, storage, dulplicate point numbers?
are you using vault?
are you using the point database?
are you using one drawing file to import and store the points?
what we are doing now is using the point database as a storage location but it fails for notification on when a point # is duplicated.
surveys has a drawing file they use to import, store and build the existing ground surface from the points. this allows the notification of when a point number is duplicated. but it is not as secure or flexable as the old LDD way.
We don't use field books just text files from the collectors imported in. Vault is not an option for us. (at this time)
so what i am looking for is how others are adapting to this change, and what worked or not.
Win 7 pro 12gb
NVIDIA Quadro 2000
LDD 2009
IDS 2014