All I want is to manually add a station in between to other stations.... ie I can produce this-->
However I would prefer to produce this -->
Which has an additional station added as required from time to time.
I'm trying to figure out the best way to split an alignment so that I do not disturb the stationing of the alignment beyond a station equation. I have a very long alignment with a finaized design. I have a design change to make, which means I need to move a section of the alignment, and I want to do it without changing the stationing past a defined point so that it does not affect the design (corridor) past that point.
View 7 Replies View RelatedIf you were to manually enter a traverse in 2012 how would you do it? I mean:
1. Set up on a known point
2. Backsight a known point
3. Move the setup a few times
4. Foresight a known point (either the same BS point above - closed - or another known point - closed connected)
The COGO geometry editor does not really seem to do this.
Am I limited to the survey command editor and the survey command language? Or is there something else?
Survey database is open for edit, drawing displays survey points and figures from imported survey data files. When I try to use _AeccCreatePointManual, after selecting a location, entering a description and elevation, no point is created. The command appears to complete and gives no error but no point shows up in the drawing or survey database. Default layer is <use current>.
View 6 Replies View RelatedI have the following 8 points of XYZ-coordinates:
Location SampleID X Y Z Depth Elevation FGACDC-SS01 FGACDC-SS01-S1 -77.055876 39.00845 314.5 0.5 315 FGACDC-SS01 FGACDC-SS01-S2 -77.055876 39.00845 297 18 315 FGACDC-SS02 FGACDC-SS02-S1 -77.055886 39.008643 319.5 0.5 320 FGACDC-SS02 FGACDC-SS02-S2 -77.055886 39.008643 302 18 320 FGACDC-SS03 FGACDC-SS03-S1 -77.056203 39.008736 311.5 0.5 312 FGACDC-SS03 FGACDC-SS03-S2 -77.056203 39.008736 294 18 312 FGACDC-SS04 FGACDC-SS04-S1 -77.056203 39.008491 304.5 0.5 305 FGACDC-SS04 FGACDC-SS04-S2 -77.056203 39.008491 287 18 305
These 8 points are for 4 sampling locations with 2 depths for each sampling location. I used AutoCAD 2012 a little bit before and I am new in using AutoCAD Civil 3D 2013. What are the key steps and tips of using the values of XYZ-coordinates listed the above-mentioned table to input manually into the AutoCAD Civil 3D 2013 program. Note: 4 sampling locations are in the 4 corners of a square lot and the 8 points should look like 8 corners of a box.
I have some drawing files that I keep on synchronizing manually everytime I open them just to show the EG, FG and Pipes properly to my profile view. I've already checked everything that could possibly cause this problems like name of my shortcuts, their location etc. etc. ...some of my files worked just fine so I'm wondering what I'm doing wrong with some that has this problem. Im using C3D 2012.
View 3 Replies View RelatedI was wondering if there is a setting somewhere that can be turned on to display the manual points I am creating as I create them instead of having to go back and update the point group before they display in the drawing?
View 1 Replies View RelatedIs there a way to create a surface by manually selecting the points instead of creating a point group? I survey stockpiles for a local construction company and calculate volumes for them.
There may be 50 piles on one site and it would be a lot easier to create a surface by selecting the points manually instead of creating so many point groups.
Is it possible to create manual points from a cross section.
For example, I want to create a surface from a sketched (hand drafted) proposed cross section by clicking on the different points on my cross section and having a point created in my plan view.
I am working with an ancient engineer who swears by hand drawing data into the cross sections, and then wants me to produce proposed contours based on this data. I am trying to get out of writing down the Station, offset, and elevation, and then manually creating points and having to type in the offset and elevation again.
Stuck on Civil 3d 2011 (until the end of this construction season)
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 have a job where some one has manually written valves into the titleblock fileds that should be coming from sheetset manager is there a way to reinsert the titleblock and have the fields come back.
View 1 Replies View RelatedWithin my road corridor, I have one section where the excavated material cannot be used as fill elsewhere. I see a place where I can specify a factor for reusable volume when I compute earthwork materials. But it looks like I can only use 1 factor for the whole corridor. Is there a way to say from Sta XX+XX to Sta XX+XX the reusable fill factor is 0, but the rest of the project it is something else?
All I can think to do is copy the quantity report to Excel and manually change the reusable volume in that station range to 0. But, since the report comes in as just numbers (no formulas), I then have to enter all the formulas to recalculate the volumes.
First - the alignment station label text size when viewed in model space is fine but when viewed in paper space it comes in way to big. How do i adjust this so i see things in paper space as they are in the model?
Second - Would like to adjust the station label style from the defalt 0+00.00 to 0+000.000
When an alignment needs to have stationing modified, what is the best process for this when a proposed grade line and corridor have been established? I know the proposed grade line can be edited via edit profile geometry>profile grid view.
But what from I have found each station has to be modified individually, which is cumbersome. I would hope to be able to modify the proposed grade line by changing only the beginning station and the rest would update, similar to the alignment.
C3D 2011, (latest updates)
Win 7 Pro, 64-bit
16 GB RAM
I have a problem with some station labels I have, when I open the drawing(s) the labels display ??? instead of the station. After I manually sync the alignment in prospector, the drawing switches to the model tab with the ? now showing correctly.
View 2 Replies View RelatedLike entering a station and going there?I've used the 'SO with Zoom C. That is not simple.12+ miles of a single road alignment with 3 equation stations makes for a LOT of panning.
View 4 Replies View RelatedIm trying to make a label that will call out pipe replacement in reference to an alignment. I know how to call out from multiple alignments, but I need multiple stations from the same alignment, such as sta xxx to sta xxx.
Windows 7 x 64 bit
NVidia Quadro 2000 Dual Monitor
6.00 GB RAM
Intel Xeon W3550 @ 3.07 GHz
Civil 3D 2013 SP 2, Civil 3D 2012 SP2, Civil 3D 2011 V3, Civil 3D 2010 V3
I have an alignment that starts at station 1+00 and runs through 20+00.
By right clicking the station labels and editing the label group, I have updated my major station increments to 200' and my minor stations (ticks only) to 100'. The problem is, I want the 200' increments to begin at my starting station (1+00), so that the labels would read 1+00, 3+00, 5+00, etc.
As it is now, the above settings make my labels read: 1+00, 2+00, 4+00, 6+00, etc.
I have a station equation in my alignment that happens to fall in a vertical curve in my profile. I'm using the PVC and PVT station and elevations from the plans and the K value to draw a Fixed Vertical Curve. It doesn't seem to be taking into consideration the station equation. It is calculating the wrong PVI station and elevation.
View 8 Replies View RelatedI currently have a drawing with a road alignment and stationing. Is there a way to automatically station and offset a point that is not on the alignment line?
For instance, our alignment line is the centerline of the road. I need a station and offset of the new right of way line points at different places in the drawing. I want to use the alignment stationing to have it automatically create the station and offset at the point I choose.
When I am in the file with the labels everything is the proper size. When I reference this file into my sheet file everything becomes tiny. Any legitimate solution?
View 9 Replies View RelatedAfter editing an alignment in my drawing the stationing did not update to the new edited alignment. I tried selecting the alignment and in alignment properties changing the end stationing, but I get the error "Either outside alignment limits or within gap created by a station equation". The stationing stops at my first edit point 66+24 when the total length of edited alignment is 103+15. Is there a way to re-station alignment.
View 3 Replies View RelatedCan't seem to figure out the correct style menu to access in order to turn the pink circles that represent (I believe) the station markers OFF when I go to view my corridors in object viewer or section editor...
View 1 Replies View RelatedNew to civil 3d...I have a series of bore locations along an alignment that I need the station offset and distance. I tried POINT -> ALIGNMENT: STATION/OFFSET, and that prompts me to tell where i want the offsets to go. I want to be able to pick the center of each bore and have civil 3d tell me that information. What command do I use?
View 4 Replies View Relatedi need to put points on an alignment at each station. i've figured that part out. what i want is the station label to be the point description. i don't see a way to do this without editing each point which is way too time consuming.
Dell Studio XPS 9100
Intel Core i7 CPU 930 @ 2.8GHz
12GB Ram
64 bit
C3D 2012 SP3.0
As expected when you move on plan view you see the position on your sectrion view.
Why the opposite does not run (or al least in my case it does not)
Civil 3D (2013) how much you have to improve....
Is it possible to add a prefix to an alignment station label (ex. A 100+00.00 or B 100+00.00) in Civil 3D 2010 or later?
View 5 Replies View RelatedI have two different label styles set up under Profile > Label Styles > Major Station.
I would like to have one of these labels applied to tangents in my profile and a the other one to curves.
I have a C3D 2013 Site plan with contours, and would like to know if it is possible to convert
this into a DGN Mico Station drawing ? I am hoping to be able to list the elevations off the individual contour lines.
Is there a way to label or list a station at a specific elevation? I know how to list and label an elevation at a given station but I need to know where a specific (given) elevation is located on an alignment or profile. I don't care if this is listed or labeled on the alignment or profile, I just need to be able to get a station at a given elevation.
View 5 Replies View RelatedI would like to change the station label format from 00+000.000 to 00,0+00.000
To move the + is easy, but how can I add the ,?
This type of station label is the standard by the Deutsche Bahn, so it's not that far-fetched.
Win7 64bit
HP z400 Workstation
ATI FirePro V4800
C3D2013