I've created a network of my stormsewer (which means the stormsewer lines are all on different streets) and added the inlets to my street profiles.
How do I get the profile structure labels to reflect the stationing from the street alignments?
I have a single street alignment that looks like an “n”. My issue is the west side of the “n” is named “Main Street” & the east side is named “First Ave” in the real world. Is there a way to have an alignment name from station 1+00 - 10+00 be different than 10+00 - 20+00 for automatic label purposes? I would rather not break the alignment since it one long continuous street & in some instances there is a vertical curve within the breakpoint. JUst need to figure out how to use automatic lables for naming street intersections.
Using C3D 2010 but curious on newer versions too.
how can i insert open street map file (osm) in autocad civil 3d 2012.
View 5 Replies View RelatedWe recently began experimenting with SSA and are trying to verify the inlet calculations that were done in excel to make sure we understand the software before putting it into everyday use. We've created a custom parabolic street section and applied it to the bypass links, and as far as that aspect goes, we understand it and it's all working great.
How to model inlets directly across from each other in a street section. The issues arise when the top width (of Inlet 1, in the attached graphic, for example) exceeds the half section width and flows over the crown into the opposite side of the street (to Inlet 2, in attached graphic).
We have tried weirs and flow diversions to no avail. Attached is an example of what I'm trying to explain. Inlets 1 and 2 are opposite from each other, and both connect into a MH labeled SD-J 29+33.00. Link-05 connects to the next downstream MH, and there are 2 links that follow the gutter lines to the North used as bypass links from Inlets 1 & 2.
Civil 3D 2014
Windows 7 Professional
Intel Xeon E31270 @ 3.4 GHz
8 GB, 64-bit
I have a few questions regarding spread/street capacity:
When calculating the spread at the catch basin locations, how does it determine the curb height?? Does it always assume 6"?? what if it is a roll curb??? is it olnly determined by the "throat height" of the inlet?? How can I calculate my spread on random spots throughout the street??
I using a data reference/shortcut to properly label an alignment in paperspace. However when I reference the alignment in and apply the labels the aren't the same as the original alignment that I am referencing. Is there a setting where I am supposed to apply a new beginning station.
Also it seems as though the stationing(distance) isn't even matching up 1:1 with the original drawing. For example in the original base drawing my alignment starts at 10+00 with the next PI at 14+76.98, but the stationing on the reference alignment starts at 0+83.33 with the very same PI being labeled as 1+23.08. So the very same distance is 476.98' in the real design and the drawing it's being referenced in, but the stationing of the referenced alignment shows it as 39.75 Units.
I've attached a screen of the beginning of the alignment.
Civil 3D 2012
Windows 7 Service Pack 1
Intel Core i7-2600 CPU
16GB RAM
I am trying to create a model of a city street surface using Autocad 2013. I think that perhaps the "network" surface command might work. Although the surface of a street looks simple, it is quite complex because of the need to drain the street of water. The corners are particularly difficult because the surface needs to be a continuous smooth curve while at the same time changing the direction of the surface slant.
I have attached a jpg of a model I created in Maya. I can export this to Autocad, but it is not particularly accurate and I need to create the model in Autocad at my job where they do not use Maya.
When I am in the World _plan view everything appears fine. When I use _plan to orient the view to a custom UCS the labels disappear.I'm using a Dell
Precision T3600 with 8 Gig RAM dual 2.8GHZ processor
Windows 7. Autocad Map 3D 2013 64-bit
NVIDIA Quadro 600 graphics card.
I'd like to use dynamic annotation to get street names for a community based on US Census TIGER data. How to get the text rotated to be along the street centerlines. What I've done is to take the TIGER edges, select the roads with assigned names and map imported them. now when I define the annotation, I can use an expression for the rotation angle, but is there a way to extract the angle of a polyline in terms of first & last vertex (or even better, the angle at the midpoint)?
Otherwise, I'll manually rotate the affected labels, but it sure would be nice to automate things...
C3D 2011
Intel Xeon E5630@2.53Ghz
NVIDA Quadro NVS420 Dual Monitor
12GB Ram / Win7 Professional 64bit SP1
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 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've a map of an area, which has more than 50 streets and I want to name the streets from the excel work sheet. The streets are polylines. I want to show the street names on the polylines.
View 9 Replies View RelatedI am currently in the process of doing some traffic management drawings and need some road signs, but mainly im after some free cone software apparently. You can get some really good software, free if possible if not then the cheapest available. This is for autocad 2008.
View 9 Replies View RelatedI 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 am trying to create a block that polar arrays the street lamp, but every time i try i just move the grip for it, is there something i am missing?
View 8 Replies View RelatedI am using Revit 2012 and I am trying to do a walkthrough down a street. I had 1000 frames and 5 fps because we want it to move really slow... but with 5 fps it is choppy. So I tried adding more frames but when I export it I can an error message when I try to play the file saying "Windows Media Player encountered a problem while playing the file".
I am not sure what I am doing wrong.. is there a maximum amount of frames you can use?
I have some evening sunset photos, but there is a lot of glare from street lights. How can I reduce that
View 1 Replies View RelatedI'm trying to create a street elevation using a series of screen shots taken from Google maps. Here an image of the type of thing I'm trying to achieve:
You'll noties that the image is flat.. Is this something I can achieve using the perspective tool? If so, do I change the perspective of all the individual images and then merge them? Or do I merge them, and then change the perspective in sections?
How do I photoshop my images to look like this?
View 6 Replies View RelatedWe recently started using Civil3d 2013. We made a huge jump from LDD 2008. We have profiles designed and data short cuts are created. We have existing and proposed.
Now i've created a reference and brought them into another drawing. First I tried to set up the color and linetype for each profile. When I do this. Both the existing and proposed become the same color and linetype.I do not see how to select the existing from the proposed and set the color and linetype.
Next I select the proposed profile and right click and select Edit Labels. I start to create the PVI labels. When I do this the PVI's for the existing profile get labeled. I want the proposed profile labeled. Not the existing.
I read through the previous posts but still I am not able to do this. I am using C3D 2012.
What I need to do is label Deflection angles of an alignment (delta angle). The alignment does not have any curve.
So basically it will be some kind of PI or geometry point label showing the deflection angle.
Labelling LT or RT would be great but at this time I dont need that.
I hope it explains.
Using the Best Practices, different components in their own DWG files, all brought together in a production sheet where I can place the labeling for that sheet. I can add labels for Surfaces, Alignments, Pipe networks, through the Xref(s). Evidently this was not extended to Intersection Objects.
What I'm doing now is creating a new Intersection at each street intersection just so I can get a label which shows the station of each alignment at the intersection. Is there a better way to do this?
Setting up my styles for Sanitary Sewer and most counties require a Deflection Angle for your sewer mains.
Any formula to use to show Rt or Lt deflection pipe angles in the Sanitary Sewer plan view Structure Lable Style or how to create one?
Have not found anything that works, the Structure rotation Angle doesn't work at all like that.
i have a preliminary alignment used to create some proposed profiles now we have pin point the location of the correct alignment and i want to copy serveal profiles from the preliminary aligment to the new alignment all at once instead of one at a time with superimpose.
View 4 Replies View RelatedIs there a way to export the band data for an alignment with two profiles? I have an existing ground and a proposed profile. Can I export the station and elevation data from the band for both profiles?
View 9 Replies View RelatedI have a design file that has and alignment with 3 profiles (one surface profilke and two layout profiles)
All these are data referenced to the project. Then they are data referenced into a new file. I bring in one of the profiles that brings in the alignment. Lets call it "Main Street". Then I create another reference to another one fo the profiles and it brings in a copy of an alignment and calls it "Main Street (1)"
This is a pain because I cant get a profile view to show all the profiles because the profiles are associated with three different alignments "Main Street", "Main Street(1)", "Main Street(1)(1)"
This is only happening with one of the of the alignments. The other alignment has all its profiles listed under one alignment.
I'm creating a simple map for a non-profit event. I'd like to draw a white line (road) with a black outline to provide definition - it's simple a line within a line. Additionally, I'd like to save the setup for reuse as a default setting of some type to easily recall.
View 2 Replies View RelatedMy question is, in SSA how would you model an inlet in say a parking lot that is NOT a curb inlet but an "area inlet" that is in sag. For the project, we are using Neenah grates and so would like to use the Neenah inlet manufacturer.
SSA 2012 and Civil 3D 2012 (We do have 2013 as well but haven't installed it yet)
I see you can import junctions from GIS shapefiles, but can you import inlets? I have hundreds of inlets (mostly grate inlets) and I need to import the inlet type and inlet opening dimensions. I have a shap file with the inlet data, but I'm unable to import it into SSA with all the information I need.
I know you can import shapefiles as junctions and convert them to inlets, but then you would have to manually input the dimensions of the inlet. Is it possible for SSA to automate this processs?
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?
