I have some sample lines that highlight utilities needing a section view. I've now moved my sample line to highlight the true cross section stationing for these crossings. Why doesn't the station value update for the sample line once this is moved. For some reason I remember the station text on the sample line updating itself automatically in the past.
View 2 Replies
(I'm using Civil 3D 2011)
I have a corridor with an associated sample line group, and I have produced some material volume tables to give me quantities for my corridor structures and cut/fill volumes. When I look at the material volume tables they are at a seemingly arbitrary stationing. The sample line group which the material volume tables are (supposedly) based on are on alignment L1000 and they run from station 1133+73 to station 1154+00 every 10 meters. The material volume tables show volumes broken down by stations starting at station 3719+58.66 and runs through to station 3786+08.92. It is sampling at a seemingly arbitrary frequency, there is absolutely no alignment in my drawing that has stations remotely resembling those numbers, and there is definitely no sample line group it could be using that samples an alignment or stationing anything like that shown in the materials volume tables. Here is a quick screenshot of what my material volumes tables look like:[URL]
The stationing along my alignment line is missing. I do believe it was there yesterday at 5 but hey who knows. How do I restore it the PI stationing is there.
View 4 Replies View RelatedI have a road corridor and need to create sample lines at a 50m interval, as well as at every horizontal and vertical turning point. While the 50m stations and the horizontal turning points are easy to add (using the alignment), I can't seem to find where/how to add the vertical points (they have to be extracted from the profile).
Running the Feature Line Report I noticed the horizontal turning points are not used in the report: it only reports the 50m stations (so I guess the same will happen to the vertical points?).
how to add the vertical turning points to the sample line group and how to include both horizontal and vertical points in the Feature Line Report.
I am trying to use object snap (intersection) to position the end of my sample lines at the intersection of the sample line with a polyline. The object snap works with sample lines left of the alignment centerline but not on the right. How do I correct this?
View 2 Replies View RelatedI draw an alignment for road. I turned off design criteria and i used data from manual for my country Slovenia. I need spiral in, curve and spiral out on alignment. Finally i got that alignment. Then i insert sample lines along the alignment. Then i saved autocad civil 3d file and shut down the program. When i reopen file, i see that sample lines after the spiral in being erased. Sample lines stayed along first tangent, after that they were erased.
View 9 Replies View RelatedIn Civil 3D we can create several new sample line groups and their sample lines can have the same name in other sample line groups.e.g
SLG_1:
Sample line names:
1
2
3
4
SLG_2:
Sample line names:
1
2
3
4
However, If I create a new sample line group with API and after new sample lines, if other sample line name(of other SLG) has the same name, Civil 3D throws Exception.
I'm designing a road, but I have a trouble how to export coordinates table of sample lines?
I need a table of coordinates X,Y of sample lines.
Creating sample lines at a specific increment within a range starting from the start of the range is impossible unless the start of the range is divisible by the increment. This is a defect that needs fixing.
Meanwhile you'll find me typing in the 93 locations for my sample lines. I believe this is what we made computers for.
I am trying to figure out how to change the labeling of my sample line style from (<[Sample Line Number(Sn)]> which out puts a count of 1,2,3,4 etc to output A,B,C,D etc.
View 4 Replies View RelatedI'm working on cross sections and ran into a problem. I had to edit my surface but it wouldn't cooperate with me. So instead, I just erased the whole surface and restarted it. After I got my surface the way I like it, I added my sample lines to where they are supposed to be. Problem is, my cross sections turned out blank.
So for now, I skipped to create a surface profile and see both of my surfaces available on the bottom. The old one I deleted and the newly created one. It won't let me go to the bottom and erase the old deleted surface. When I go into my toolspace-prospector....it only shows my newly created surface and nothing more. Is this a reason why my cross sections come up blank?
I'll show you a pic of my toolspace with just the current surface and another pic of the "create a surface profile" showing that it still has both the old and new (all in CAPS) but it won't let me delete the original.
HP Compaq 8100 Elite
Win 7 Pro SP1 - 64Bit
8GB RAM
i7 860 @ 2.80 GHZ
AutoCad Civil 3d 2012 SP1
Where is the setting for the sample line label background mask? I have some sample lines that will be plotted on top of an aerial photo, and the black box background looks terrible. I'd like to turn it off. I found the contour label background fine and I switched those to False without much of a problem, but I can't seem to locate the ones for the sample lines.
View 1 Replies View RelatedI'm working on a stream restoration project and we need to determine the x coordinates and corresponding elevations along a stream alignment at certain sample lines. The centerline of the stream's alignment has been created as well as sample lines for cross sections at 50' intervals. We need the coordinates & elevations of each sample line (cross section) exported into an excel/txt document.
For instance, at station 1+00 of the alignment we have a sample line. We need to know to the right and left along that sample line the corresponding elevations and that x coordinate) from the alignment. Primarily, whole contour intervals but more information would be useful as well. I was hoping this could be automatically generated.
In "SettingsSampleLine.SettingsStyles" there are the default properties:
SampleLineSampleLineLabelSampleLineLabelStyleIdSampleLineStyleIdSettingsSampleLine estiloLM = CivilApplication. ActiveDocument. Settings. Get Settings<SettingsSampleLine>();string NombreEstilo=estiloLM.Styles.SampleLine.Value;string NombreEstiloEtiqueta = estiloLM. Styles. SampleLineLabel. Value;
but I don´t find SampleLineLabel property in Sample Line Class¿?Is that property in sample line group?
I create the sampleline on the option "by a range of stations" so the sample lines were created on the horizontal geometry points. When I change the geometry of the alignament, the sample lines's local change or I need to do the process all over again?
View 1 Replies View Related[URL]
Bring that back from the archives... because I am still very fond of redoing hundreds of cross sections because you're incable of redistributing the graphs when a sample line is added to a an existing group... and blow up all of the projections well done.... way to leave out a super critical dynamic component.
PPD E P I C F A I L
There is some unbelievable gaps in the software but how do you let this one go on for so long?
Dell Precision T3500 - Xenon W3550 @ 3.07 (4 core)
Ram @ 12Gb
64bit Win7 Pro
Samsung SSD
NVIDIA Quadro 2000 - Dual Monitors
Cat 6 network with GlobalScape Avail Agent - WAFS
Infrastructure Design Suite Premium and Civil 3D 2012
I made an alignment of road, inserted with sample line, then i made a profile. But on the sample line on profile, there is not a data of height and lenght of profile. How to get those data in road profile. I can manually draw that, but i think there is an easier way?
View 1 Replies View RelatedI have a feature line that is perpendicular to another and connected to it at a PI .When I modify the elevations of one of the feature lines, the labels for slope and PI elevation of the dependent feature line do not react and update without having to invoke a REGEN.
View 9 Replies View RelatedI'm working with TIN surfaces, doing cut/fill comparisons for a surface mine.
My volume surface statistics show a cut volume of 5167.22 cy and fill volume of 8456.18 cy.
The sample line group volume report show cumulative cut of 5527.67 cy and fill of 8465.56 cy.
What could be some causes of this disparity. All reference surfaces are built from points and use a non-destructive boundary.
I need to create a profile view that starts at Station 189+00 and ends at Station 175+00 such that the stationing of the profile decends from left to right. How do I do this in Civil 3D 2010?
View 5 Replies View RelatedWhen labeling pipes, the lengths and stations do not always match. this appears to be related to a rounding issue. for example, the first pipe may start at 0+00 and have a length of 50.69167397’. The reported station in the structure label (using “normal rounding”) is naturally 0+50.69, as anticipated. The upstream pipe has a length of 43.36435901’, resulting in a total length from 0+00 of 94.05603298, resulting in a station of 0+94.06. However, the rounded values of the lengths (c’mon, nobody reports lengths to the 100-millionth) labeled on the pipes (50.69’ and 43.36’) total an expected station of 0+94.05.
I have tried all manners of “rounding” in the label styles, but it always falls down in one situation or another. I have also tried setting in the network and pipe “Feature Settings” for distance to a locked accuracy of 2 decimal places, but that does nto seem to do it either.
So, the question is, is there a way to resolve this issue without having to move one of the structures 0.001’ to resolve the mathematical parallax?
We are in the market of switching software programs (from JDS Alignment-a database driven program) for stationing alignment centerlines for pipelines. We currently run Civil 3D 2009 and Map 09. Carlson claims that their software can do this, but we'd rather not spend the extra money if we already have the functionality built into our existing programs.
We are looking for a program (or a function in Civil 3D 2009 and Map 09-similar to the Fieldbook functionality) that labels interference crossings, appurtenances and other pipeline, utility and topographical features based on a shot code. I attached a DWG. that shows how we want it to look, and the types of features we want stationed.
Stationing still disappears in viewports.
Centerline alignments are in my BASE file.Got the station labeling to work correctly.Have the BASE file x-ref'd into a working IMP file (for plan & profile sheets). This is what I plot from, etc.The station labeling appears fine in modelspace in the IMP file.The station labeling disappears in viewports in paperspace in the IMP file. Will not appear even when I am in MS mode in paperspace and in the viewport itself.All the associated layers are turned on and thawed, even VP-specific settings. REGENALL does not work. Annotation scale is set to 1"=30' in all files.I always scale my border up to the plot scale in paperspace. This is a habit that goes back almost two decades in LDD.
Maybe a setting regarding plot/annotation scales is the culprit? By playing around with the buttons in the lower right corner of the screen I got them to show up once by accident then they disappeared again when I did a simple REDRAW. I do not remember how I got there, but the process was convoluted and probably not optimal or correct.I am using Civil 3D 2011, btw.
Windows 7-64
8GB RAM
AutoCAD Civil 3D 2013
Any way to label the slope stationing rather than horizontal stationing? This is common when doing long pipeline projects (40 miles) or more in very steep terrain. I am doing one now that is only 1 mile and the 2D verses 3D length is a difference of 100'. 40 miles that would mean it would be off 4000'. The client uses this stationing as a guide to know how much pipe they need. If you would do that horizontally that would be way off the mark.
I am using Civil 3D 2010? Maybe its included in 2012 or could that possibly be an option for future releases since it is a 3D software.
I extracted a dynamic feature line from the gutter flowline of my Corridor. I labeled Multiple Segments for the feature line with a grade and vertex style that uses the "General Segment Grade" text component.
I am overiding lane cross slopes in the Section Editior and the segment grade labels for the extracted feature line do not update after I Update Corridor in the Section Editior.
If I raise/lower the CL profile of the corridor, the label updates. Just not reacting to these Corridor edits.
Peculiar behavior: The label will update to reflect the Corridor update if I Isolate it.
C3D 2014 SP1
W7x64; i7 8gb; Radeon HD 5700
We are doing a waterline, approximately 5 miles worth, and I was curious how to add the data bands to the minor stationing as well. We want to show EG elevations every 25' but so far I'm unable to find a way to make it show. The major stations are fine, I'm just not seeing the "switch" to get the minor ones on as well.
View 2 Replies View RelatedI created an alignment from an existing line and am having an issue with the stationing. The length of the original line is about 14,666 ft but when I convert it to an alignment it is 1,222 (1/12 of original).
View 8 Replies View RelatedI need to update metric numbers on a older CAD file to imperial numbers. Right now it is all single line text. Any way to easily convert single line text to some format that could then be converted from metric to imperial? I have stationing, pipe sizes (in milimeter), inverts, etc.
View 7 Replies View RelatedHow do I revise the profile stationing from 100+00 to display 100.
Also is it possible to remove the beginning and end stations in the profile view
I have attached an example.
I have a user with an alignment that has the stationing labels in 20 and 60 scales annotative. He needs to move one of the 60 scale labels because at that scale it overlaps another label nearbye. However when he makes the 60 scale the active scale and selects the label and moves it with a grip like normal, it also modifies the positioning of the 20 scale label. Not sure if it matters, but unlike normal annotative text, it does not shadow the other scales when he selects it, though that might be an independent setting.
View 2 Replies View RelatedI have a road with storm drain and sanitary sewer. There are three alignments, one for the road centerline, one for the sanitary sewer and one for the storm drain. I would like to label the structures with the stationing from the alignment it's on but I would also like the label to include the road centerline station perpendicular to the structure.
Something like this:
SS-MH #4
Sta. 10+00
=Road Sta. xx+xx
