AutoCAD Civil 3D :: How To Get Visibility Of Elevation And Offset
Jan 25, 2013I turned the visibility of Elevation & Offset label off. How do I get it back. Not all just one spot.
View 1 RepliesI turned the visibility of Elevation & Offset label off. How do I get it back. Not all just one spot.
View 1 RepliesI have several hundred cross sections for a surface that I need to label the major section breaks. Civil 3D gives the option of weeding based on distance, but I want to label only the major grade breaks (i.e. more than 1%). Is this possible, or is the only option manually labeling the section?
View 2 Replies View RelatedI have some cross sections showing existing and finished grade. The finished grade is a channel and floodplain with slopes to catch existing ground. I’d like to create a report of the offset and elevation at each grade break for the finished grade. Optionally, it could be offset and cut or fill at each grade break. I’ve found the tool to create annotation for the offset and elevation info, but the cross sections are too small on the drawings to accommodate all that text. Is there a way to generate a report for the section view group or even each section view that would contain that information?
View 1 Replies View RelatedI am using Civil3D 2010. I am trying to export the offset/elevation data from my cross sections to a text file or excel file so i can paste the info into another program. so far i've been labeling the offset/elevation info on the section and typing it into excel by hand.
View 9 Replies View RelatedI need an offset lisp routine to offset a selected line a set distance on each side of the selected line and change the layer of the offset lines to the current layer, and then keep prompting me to select the next line for offsetting until I'm finished.
View 3 Replies View RelatedI am trying to create a station-offset label style that will drop the trailing zeros in the offset section - e.g. 15' instead of 15.00', but if the offset is not at a whole number, e.g. 15.01, etc. it will display the entire offset.
I created two expressions: IF(OFFSET-TRUNC(OFFSET)=0,.1/12,.00000001/12)
and this one: IF(OFFSET-TRUNC(OFFSET)!=0,.1/12,.00000001/12)
I then created two offset components, one called truncated, and one called full, and assigned the heights to match the expressions.
I have attached the file, the style is ACHD-Sta Off-Rt [copy]
C3D 2011, Win x64
I am trying to create an elevation label that will give me the spot elevation followed by the letters "TC" and then on the line below subtract 4 inches from the elevation followed by the letters "BC". It's easy enogh to add the letters but the simple equation of elevation - 4 inches eludes me.
View 3 Replies View RelatedWhen I snap a point to an object, the point takes on the elevation of the object. I would rather the point's elevation stay as is.
-changing osnapz variable
-latest civil 3d service pack
A few weeks ago I did not have this problem but once my computer was switched to the company's global server and c3d was reinstalled the problem appeared. Furthermore (post switchover), when a colleage of mine prepared a simple test drawing with just a line and a point, he was able to snap to that line without the point changing elevation. When he sent that drawing to me and I tried snapping the point to the object, the same problem occured with the point taking the elevation of the line object. I suspect it is a system variable issue
i have some existing drainage pipe and structures in a base plan that i need to change the invert (which is the easy part) and the top elevation to the existing top elevation that does not meet the minimum presect in civil 3d 2012 is there a way to change these min. to match my exisitng elevation for example i have a catch basin invert is 15.45 top is 17.56 with a 18" rcp the cover will be less than 12" and i need to change this.
View 3 Replies View RelatedI am using OffsetTaget.isValid in my subassembly.But i realize that when i put this formula it checks the whole drawing for that target and if the target polyline exist even a piece of polyline in the drawing then C3D considers it for all sample lines.Is ıt possible to be able to check each single sample line if it is going to intersect that target polyline or not?
Civil 3D 2014 x64
Windows 7 64-bit
16GB RAM
I'm trying to create two offset alignments (one on each side of my centerline alignment). For some reason I can only create an offset alignment on the left side of my CL alignment, but not the right side.
View 7 Replies View RelatedI have an offset assembly and I have forced the skew of the second alignment. (Is a simple basic lane + a linkslopebetweenpoints and a markedpoint placed at the left extreme of a basic road assembly)
As you can see, there are errors at the area in which we have the greater angle between cross sections. What are the limits of this C3D feature ? Above more that "x" degrees of cross sections directions difference C3D are going to fail ?
Is it possible to make the widening get the exact offset to the spiral / clothoid. All I get is a linear line as shown in the picture.
View 6 Replies View RelatedWhen I use link offset to surface and attach on left side, still extend to right. I am targeting a slope stake line polyline that exists on both sides of the roadway, works fine on right side. Documentation indicates that a negative offset value is needed to use to the left. How do I use negative value and target a polyline?
model (1) is the result on the left
model (2) is the correct result on the right
Is there a way to set the superelevation data to offsets alignments in Civil 3d 2014.
View 2 Replies View RelatedI have created a widening then created an 11-foot offset from the widening for some reason I cannot create a 22-foot offset or an d11-foot from the first offset. I can go as high as 22.5 but no more. There are no curves in the alignment only linear tapers. why I cant get to 22-feet?
Civil 3D 2012 & 2013
HP Z210 Workstation
Intel Xeon CPU E31240 @ 3.30 Hz
12 GB Ram
64 Bit Win7 OS
Can I offset my alignment labels?
I want to show the alignment staining #'s but I also have a corridor and sample lines running through the stationing that I want to see. I do not wish to drag every alignment label and then have the leader showing.
I designed a very straight forward piece of road consisting of a centreline, 2 channels and a footway either side. I played around with superelevation, assemblies and created a corridor. This all works fine.
Now when I add a taper to my offset alignments (for instance to widen the carriageway at a junction approach in order to add a splitter island), I noticed that the corridor stays perpendicular to the centreline. So this means the 2m wide footway I specified is not actually 2m wide, measured perpendicular from the curb. (See attached)
I have figured out that I can achieve this by attaching an offset assembly to the curb and attach the footway sub-assembly to the offset assembly. (So the curb acts a bit like a subsidiary string in MX). However, in order to make this work, I need to assign the horizontal alignment and Profile of the offset alignment to the Offset in the Corridor Properties Parameters (see attached). So far I have only managed to do this by creating a temporary surface which is wider than the curbs, so I can apply a profile to the offset alignment.
This seems a bit of a silly work around for such a standard simple highway design principle. Is there an easier way to create footways that are not perpendicular to the centreline?
Why is the superelevation I have assigned to the centreline, not projected onto the offset alignments? If this was the case, the offset alignments would have had a profile automatically?If you attach the offset assembly to the curb, why does it not automatically know it should stay attached to the curb? ie, remove the need to specify te horizontal alignment in Corridor Parameters?Is there a curb subassembly in existance that will project anything attached to it, perpendicular?
Intel Xeon E31230 - 3.20 GHz
4.00 GB RAM
Windows 7 Professional - 64-bit
Nvidia Quadro 600 - 1GB DDR3
We have been playing with offset alignments, and the tool appears very useful, especially in regards to laying out subdivision streets with curb, sidewalks, row, etc. In order to shortcut the process, I am hoping to develop a routine that will gather offset data for each type of offset, and then apply the appropriate styles, label sets, naming convention, etc.
We started going down the path of using Lisp or a recorded macro, but it quickly became obvious (through trial and error and some quick "googling") that another approach may be more suitable. I have attached a screenshot of an example of what we would like to automate.
I 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.
I'm creating a containment dike around and island. I want the berm to tie down to the existing surface, then offset from that tie point 21' to the surface again. I can do an offset from Baseline, or a tie to an elevation in a profile. What I can't do is make the offset 21' from the tie location over an additional 21' to another tie point on a surface.
View 4 Replies View RelatedI am new to all these parcel/row and different way of creating a subdivision.
I need to create a right of way of 65' (35' on 1 side, 30' on the other). How can I do that? I had created my alignments not sure how to do this.
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 RelatedI have a lack of expierence in using visibility checks. I created road profile , now i would like to check the visibility of it. Cuz my profile have hills , and the car driver must see other objects in the road . His sight in front should be 400 meters , eyes height 1 meter and the target in 400 distance should be seen by 1 meter tall.
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 daylight to an offset, to create a clear zone/fall zone, but it must have a maximum slope of 6:1. If no daylight is found at the offset and maximum slope, then grade at the maximum slope to the offset then daylight to the target suface at a steeper slope.
View 9 Replies View RelatedI created a custom assembly that has an offset target. Is it possible to program my subassembly to target only on the side of my subassembly (and not criss-cross onto itself it the target is on the other side)?
View 9 Replies View RelatedI am trying to grade up to the base of a retaining wall that is at a variable distance from my known breakline at a certain slope (i.e. 3:1). I know I can set a feature at the base of the wall and "manually" use a reference point and set the slope to 3:1, but I was looking for a more efficient way of doing this?
I am in C3D '09 right now, but we are in the process of upgrading to '14. Maybe (fingers crossed) this is in the updated version.
I am trying for last hour but cannot make this work. I have attached screen shot of a dynamic label with some text. The problem is as you add degree symbols and inch (") symbols and paratheses to the text, the leader starts to intersect the station value. I want to move the leader a little below the sta. value so the station vallue is readable. When I move the leader the text moves with it. I tried everything in edit label text option but cannot seem to fix it.
[URL]
Any way to raise/lower a surface, but is there a way to offset a surface basically 1m (to make it easy) perpendicular to all grades? Because when you raise/lower a surface, if you have a 3:1 slope, it will raise/lower it vertical 1m or so, but then the perpendicular distance between the 2 surfaces is less then 1m.
View 9 Replies View RelatedWhen I import my points (.txt), all of the points go to whatever layer is current. They don't go into their repective layers anymore.
Also, for surface, the surface doesn't even show up now. This is the 1st time with this problem too. I created the surface, assigned the point group and still no contours.
Also, out of curiosity, during the point import stage....what is "assign offset to point identifiers"? does this mean, if points are right on top of each other, it will be automatically offset to read?
HP Compaq 8100 Elite
Win 7 Pro SP1 - 64Bit
8GB RAM
i7 860 @ 2.80 GHZ
AutoCad Civil 3d 2012 SP1