In 2012, the survey cogo points no longer seem to update after browsing to the observation data, making an edit and then saving. It worked fine in 2010.
(running C3D 2012 sp4, Win7 64bit, 8GB)
I am new to Civil 3D upgrading from LDD2009. I am trying to edit some point descriptions brought in through a fieldbook import through my survey database. Under my survey database in Survey Points I hit EDIT POINTS and it brings up the SURVEY POINTS EDITOR. My points are listed as white observed points but when I click on the description cell it won't allow me to change anything.
View 7 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 created a surface based on survey data, recently i recivied an updated survay (new DTM).
Is there a quick and painless way to update the surface? Obviously this surface is the basis for my entire design 8)
I 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 RelatedMy field crew assumed a coordinate system and surveyed a job. I need to rotate the points in my dwg to match another survey. I have not found a rotate points command. Other LDT type commands have been replaced by standard ACAD commands by adding the transparent commands to them. I tried to use the ACAD rotate command and the transparent commands to rotate my points, but there is no transparent command to find multiple points. I need to select the points by point number range if possible.
View 9 Replies View RelatedHere is my procedure.
1. Import survey point via ascii file into a new drawing call it Field-dwg.
2, Create a survey data base
3. Import all points in the the data base under import event.
4. open existing drawing, work-dwg, import points as needed from the Survey Data Base.
Problem : Survey points needs be renumber.
I goto field-dwg, and fix the points (renumber).
open survey data base for edit, and import Event, field-dwg/points/update : nothing happen
also try Import Event, field-dwg, survey points, update : nothing happen
so I re-import the points, all is good.
Then I goto work-dwg, and try to update the point, nothing happen.
I was wondering what is the difference between importing points under the Prospector tab versus importing points under the Suvey tab? And how either of the two methods relate to using Data Shortcut?
I would like to create a survey topo drawing that contains points and surface information which other Design drawings that are attached to the Data Shortcut project can access but not be able to make any changes to the original points and existing surface information.
I would like to remove certain points from my survey database. I have all the points that i want to remove queried into a point group. Is there a quick way to delete these from the database?
View 9 Replies View Relatedwhat if i have points that are non-consecutive? the survey crew is new at this so i'm getting some higher number points that line work wise appear in the middle of lower number points. the figure seems to draw numerically. is there a way to do a figure by proximity?
Dell Studio XPS 9100
Intel Core i7 CPU 930 @ 2.8GHz
12GB Ram
64 bit
C3D 2012 SP3.0
I have created cogo points for field staking. I'd like to share them through the survey database.Can I add the points to the Survey Database without first having to export them to a file?
View 1 Replies View RelatedI am unable to delete points from my survey database. What could be preventing me from performing this task?
View 1 Replies View RelatedEvery week I recieve new survey data (typically around 20 points) to insert onto an existing surface of our local landfill.
The surface is displayed as minor and major contours. The new survey data typically always has higher elevations then the exist surface and shot roughly 2 meters apart.
Here's my issue...when the survey data is inserted and the surface is rebuilt, the contours seem to turn into little cones at each new point. see attached...
how to eliminate these 'cones' so the surface contours seem more relistic?
Sometimes when i import points Civil 3d creates a Point group in the drawing with the name of the point file, sometime it does not. I prefer when it does create this point group. It always seems to create a Survey Point Group. How do i control wether or not a point group is created in the import?
Civil 3D 2013
HP Z400 Workstation
6GB of RAM
296GB HDD
ATI FirePro V5700(FireGL)
Win 7 Home Professional
How to set stakeout points on a pipe network? I have an alignment from the engineer that also has a pipe network associated with it that I would like to automatically set points vertically and horizontally on (like I can do with a regular alignment/profile).
C3D - 2014
Which is the preferred database to store survey points?
View 2 Replies View RelatedWe need to remove multiple survey database points from a drawing but not all, due to construction on a site previously surveyed. What is the best method for this?
C3D 2013 (latest updates)
Win 7 Pro, 64-bit
16 GB RAM
While adding a vertex to a survey figure, if I click too near (like within 0.5') a survey point, the new vertex snaps to the survey point and uses its point number as the new vertex. Is there a setting for this snap feature to turn it off or change the tolerance?
View 9 Replies View RelatedI remember in LDD you could insert points in an area, Is that possible in civil 3d. I have a small area of an big project that i want to review all the points. This project has 517000 points in it so it takes to long to insert all of the points.
View 9 Replies View RelatedMy 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’ve run into an issue with importing survey data using field books.
I started by importing my primary control using a field book. There were no issues with importing these points. I then proceeded to import subsequent field books with additional control and then topographic mapping. In the last field book some points were accidentally overwritten due to an error in the field collection. No error message was given to let me know the survey points were in use and being overwritten. Luckily I caught the error before I proceeded to the next field book.
I tried to reimport the field book that originally created the points that were overwritten. At that point C3D told me that the points being occupied in the field book did not exist. I checked the point list for the primary control field book under the "Import Events" in the Survey Tab of the Toolspace and indeed the points in question were no longer listed.
I then proceeded to reimport all the field books in order, starting with the primary control. I got through several of field books before C3D again told me the point being occupied did not exist. This despite the fact that this same point was occupied in previous field books. After trying once again I was able to get through the field books.
I have a few sites that I use just to keep FeatureLines that I'm using for construction and don't want them interacting with anything in other sites. Of the when I draw an FL in one of those sites I'll get a message such as "Updating 286 points". This takes over 2 minutes to accomplish.
Since I don't have a lot of FeatureLines in the sited I wouldn't expect it to take that long. If it were a complicated site I might not think anything of it. If I add another FL I will still get the same message with the same # of points. So it isn't based on the number of vertices in the FL in that site or it would increase after adding each FL. There is no Surface that uses these FL. So It isn't updating a TIN.
Civil 3D 2012
Dell T7400, 4GB RAM, Win 7 Pro.
BTW. If I delete the FL I don't get any message or lag.
Using Civil 3D 2013Coordinates coming out of survey equipment are modified state plane GROUND (scaled up from the origin by the combined factor).Drawing is setup with state plane coordinate system with user defined transformation to establish geodetic reference and the ability to label lat/long or import Bing map data.Survey database is setup with "No Datum, No Projection" (data is already at ground, I don't want ot transformed).Import style is PNEZD and is set to use Northing/Easting not Grid Northing/Grid Easting.After importing points into survey database, coordinates of survey points match the CSV. This is good.After importing points from database to drawing, they are taken as grid coordinates, are scaled again and are off ~5,300 feet northeast.Why would Civil 3D assume the points in the database are grid and scale them when the import style used did not specify grid? Is there a setting or something I can do to tell Civil 3D to leave my coordinates alone?
View 9 Replies View RelatedRunning C3d 2012 here, but haven't used prior versions. I'm using fieldbooks to import survey data. If there is an error of some kind and I "Re-import event" for the fieldbook, then the occupied points from the field book are deleted out of the survey database and I get the resulting error of "point invalid" during the import. My fix is to go into my control drawing and import the control points from the drawing into the survey database then run the "re-import" again.
View 9 Replies View RelatedI imported survey data and had auto lines drawn. then I rotated my points/nodes. -- how do i get my linework to update?
View 4 Replies View RelatedWhen I import points from a survey database there is a very large new number being assigned to points that have overlap/numbering conflicts.
I had some survey from one source that was in the 1000 pt # range & additional survey that was in same numbering sequence.
When importing the points I chose "Resolve all" it is renumbering the Point number value to the 5xxxxxxxx range?
Is there some setting where I can change this to a lower # or how/why this is happening?
Next Point Number value @ Settings Tab>Point>Commands>CreatePoints>Point Identity>Next Point Number = 3.
I've attached a couple of captions illustrating the issue.
2012 Civil 3D SP 2.1
Win 7
C3D 2012 SP3 & C3D 2014 SP1
Win 7 Professional 64 Bit
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 RelatedCivil3D - have surface from contours (plines), breaklines, etc. Have been able to edit TIN to add points or move them in the past (I think). Recently, I can't add or move points through the TIN edit. I'm guessing something I changed (maybe recent update), variable, etc
View 9 Replies View RelatedScenario:
1. You have a base map with survey points inserted.
2. You create a sheet, xref the base map, freeze survey points in base map, insert survey points into sheet so they can be manipulated for visual clarity.
Problem:
In sheet drawing, using the edit xref-in-place command to edit base map causes the points to want to be reinserted and in a lot of cases, when the sheet drawing is re-opened, the points are completely gone.
I was trying to edit a corridor surface manually by editing points and tin lines but for me its much easier to edit the contours itself so I explode the surface into polylines and fix the contour issues but when i make it into a new surface the Surface does not look clean anymore. When I look at it in the object viewer it looks rough and jagged and doesn't look like a road at all, however my original corridor surface did look clean with perfect roads and cul de sacs i just wanted to fix the contours outside the road. I tried extracting it like i should have done in the first place but when i add the contours to a surface it still looks ugly and jagged. Another thing is that when you look at it in 2D or plan view the contours look exactly the same but when i look at it from a perspective view or 3D that's when you see the difference.
View 3 Replies View RelatedI've made a grid system of 5 meters per unit and RL of each points is known to me. How do I create this grid system in AutoCad? I've seen people writing about importing survey points file into AutoCad, but how do we create one such?
View 2 Replies View Related