We have a template file for all of our engineering drawings. When we receive the topo from our survey department we insert the topo (as a block) into our Eng. dwg. Our Survey dept just did their first topo using 2012 and survey figures. When we try to insert the dwg the system crashes. I can XML the surface into the drawing, but I don't get the line work.
View 1 RepliesI am trying to insert an ordinance survey map into model space of an existing metric drawing.
When the map appears, it is the size of a postage stamp in relation to the existing buildings in the drawing.
Is this because the OS Survey map is drawn in meters when my drawing is in millimeters?
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 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.
How can one make a survey file smaller? The current file is 11 mb with survey figures and cogo points. It takes too long to load versus simple cad. How can I speed it up?
When I exported to autocad, first it crashed, then the annotation ability seemed to be missing and the points scaled/disappearred.
Or is this how it is...
Civil 3D 2012 SP4.0 Windows 7 Enterprise 64-bit
C3D 2014 SP1
Dell M6600, Core i7 @ 2.3GHz, 16 GB ram
Dell T3500 workstation, too much ram to post
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 RelatedHow do I "unset" a Survey Database from a file. I created a new file and set a working folder to import survey data. Now when I go to File>New to create an unrelated file, the Survey Database and related info is shown in the Toolspace>Survey tab. I don't want this in the file, how do I get rid of it without deleting any info for the previous drawing?
C3D 2012
C3D 2012 sp1
W7Pro 64bit
HP Z400 Workstation
16 GB RAM
Intel Xeon CPU W3565@3.20GHz
NVIDIA Quadro 4000
Recently we have discovered a problem (bug?) with the survey database. We usually import our field data from our Trimble controllers into the survey database (SDB) through Trimble Link. We have been very careful to get all the survey database settings right, so that the data comes through correctly and have been successful up until the last few weeks. We find this a good workflow, where we are able to make edits to our field data (change target heights etc) easily in the SDB and comparisons with Trimble Business Center and direct output on-screen in the controller confirm that our data is reliable. We often have both GPS (long Network RTK vectors from the nearest network base station) and total station observations in the same file.
The issue is that, as the fbk file is imported, the survey database settings change to reflect the content of the fbk file. The "Atmospheric conditions" and "Curvature and Refraction" settings, which I have purposely left unticked (the controller applies these corrections), become ticked. This throws out our heights, especially on the long GPS lines.
We do have the option for a workaround, which involves going back into the Edit Survey Database Settings after import and updating the data in the sdb, but this is clumsy.
This seems to be similar to the issue that was discussed here. However, we have only just encountered this issue in the past month or two, which coincides with when we rolled out C3D 2012 Service Pack 4 across the office. We are planning on implementing 2014 soon, so I have tried it out on 2014 as well, with the same result.
Is this something that others are dealing with too? Perhaps there's some sneaky setting somewhere that I haven't found which locks down the SDB settings preventing them from being changed on import? Otherwise, I think this is a bug.
I am also bracing myself for some comments regarding the dangers of using GPS in the SDB!
Civil 3D 2012 SP4
My surveyor gave me a topo survey done in no particular coordinate system. He set up his total station on a PK nail and gave it a coordiante of (5000, 5000, 100). I used this survey to generate a surface.
I also have a site survey of the same site, done in state plane coordinate system. the two surveys have mulitple common points; pk nails, iron pins ect.
What i need to do is move the points for the topo survey over to the survey that is in state plane. A simple move command will not do this.
How do i go about moving these points to thier correct location without having to manually edit the .txt file?
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
trying to create contours from an exiting survey file. I am new to Civil 3d 2012. What I need to accomplish is create a 3d topo from the points with contours and then create a 3d model of the area.
View 9 Replies View RelatedI am trying to insert a tif that has a world file. I have AutoCAD Civil 3D 2013. I changed my workplace to Planning and Analysis. I clicked on the Image ican. I found the tif file I wanted (the tfw is in the same directory), I clicked open. It does not give me the option to select the tfw from the correlation source dropdown.
View 8 Replies View RelatedI'm trying to insert images from a Mr. Sid file using the geospatial tool based setup. It worked fine last week, but for some reason the images are NOT coming into correct coordinates nor are they coming in scaled correctly. I've tried resetting multiple settings but no luck so far...
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 RelatedMy 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 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.
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.
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
I am running AutoCAD Civil 3D 2010. I am a new user and just going through some tutorials and created a couple of survey databases for practice. The problem I am having is I can't figure out how to delete them. When I exit Civil 3D and restart it, those databases are still there under the survey tab in Toolspace even though I haven't even opened a drawing yet. Also, do I need MS Access installed on my workstation to run any functions within Civil 3D?
View 5 Replies View RelatedI have a survey figure that no matter what will not come in with the correct elevations, its a spline (continous) curve that the elevations get blow up on.
Only thing I can think of is the when it starts to interpolate the curve it cant get the elevations correct, this only happens in the curved area, once it goes tangent everything goes back to normal.
C3D11
C3D12-13
Win7x64 6gb
I am trying to adjust (raise) a very intensive topographic survey from NGVD 1929 to NAVD 1988.I know how to raise the surface and I know how to adjust the datum of the points.
How to raise all the breaklines used to develop the surface as well? This would include survey figures, feature lines and 3d polylines.I want to raise them all by an equal amount.
It ought to be easier to move a survey point..I do believe my survey points are unlocked and I still can move them.
View 4 Replies View RelatedOne of my users is getting the following error when creating a survey database.
It always stops at the same size? How do we resolve this? The user has full access as well.
I have a drawing that is about a month old with survey data and a surface in it. I went in to modify the surface and noticed a crossing breakline message that was never addressed. I attempt to do a grip edit on the survey figure that is crossing ,and update the database from drawing and I get a message saying the figure is in not in the database. I know I have the correct database, because if I select the figure in the prospector tab It highlights the one I'm working with. Somehow the objects in the drawing have lost association with the database.
Any solutions short of re-inserting all my figures from the database? I'm not going to do that in this case since the edit was small and is already done.
(running C3D 2012 sp4, Win7 64bit, 8GB)