civil 3d 2011, Are there any good tutorials or videos on creating raised median divided roads with the bull nose.I am using one alignment and profile, the profile defines the lip of gutter of the outside lanes.
View 9 RepliesWhen creating a profile with right/left samples, the sampled profile does not show the gutter when crossing an intersection. If you do a quick profile of the area, it shows the gutters. See images below...
Sampled profile...
Same area with a quick profile...
I am having trouble getting my assembly to work in my corridor. I have a Basic Lane Transition subassembly with a Link Slope to Surface subassembly attached to it. The assembly follows my centerline alignment and the lane widens as designed out to my offset alignments. The slope grading to daylight works fine until the transitional lane starts to widen, then the slope assembly stays at the same point on the lane and does not stay linked to the end of the lane.
I am also having trouble getting the subassemblies to attach to the proper points. I keep trying different OSnaps unitl one seems to work, but I am never sure the subassemblies are connected properly.
I'm trying to model a corridor with medians and resulting turn lanes (widening an existing street to full arterial). Any good way to model? I have been playing around with having target alignments for the edge of medians, edge of asphalt....but have not been getting the best results.
View 4 Replies View RelatedI'm facing problem in designing a intersection. Highway median intersection opposing left turn lanes.
View 4 Replies View RelatedI will be starting to design a 4 lane - 5 lane highway divided by a median. The median will be offset from the cl, stop for the intersection, then continue on the other side of the cl once past the intersection.
I will start digging into the median sub assemblies to try to figure this out.
I remember the old LLD/Civil manuals used to have a description on how to do this. I have 2008 sp2, but only the 2007 manual printed out.
creating a existing surface single Curb/Gutter spot elevation label using two existing surface elevation points and not cogo points. I am a surveyor, and I want to be able to just click on both points one at a time (top of curb/gutter) to place the elevation label.
View 3 Replies View RelatedCan't figure out how to match gutter slope to outside lane super subassembly slope. Have super eop targeting a feature line with elevations, but when i check section editor gutter slope doesn't match pavement slope.
Civil3D 2013
Windows 7, 64 bit
Intel i7 2600 @ 3.40Ghz
16 GB RAM
Nvidia Quadro 600
I have ran an analysis and SSA gave me Error 607 on the report. It says "Inlet A9 gutter capture curve is not a valid curve."
A couple things I did different from the video lectures...
I selected user define for the Tc to figure out Q. i computed those manually.
For the Inlets I have selected Maximum Capture Cutoff.
There are some inlets in this model I created that do not capture 100% of the flow so i created conveyance links to account for the bypass flow.Not sure why is not recognizing the Curve?
I have an alignment label that I normally use to show the PVI's of a profile in the plan view.
This is a little unusual, but in a specific case I wanted to design my profile at one alignment, but show it at another. I designed my swale profile in the pathway profile view and then superimposed the swale profile on the swale profile view. I then went back to the swale alignment to add these labels.
It's a no-go AFAICT. The only profile available for me to select for these labels is the original ground profile from the surface.
I'm working with a structure profile label style and it seems like the only way to anchor the position of the label is based on offsets from the structure itself... Any way to position the label based on the top of the profile view, so that I could make all of my labels horizontally aligned above the profile view?
View 9 Replies View RelatedIm creating a Profile Bandset and would like to have multiple surface/profile elevations shown, ie: EG, FG, Back of Curb and Back of walk. While creating this bandset I see that the text component editor properties only has code for profile 1 elevation and profile 2 elevation in the properties area, which the code for this looks like below.
<[Profile1 Elevation(Uft|P2|RN|Sn|OF|AP)]>
<[Profile2 Elevation(Uft|P3|RN|AP|Sn|OF)]>
Ive tried to write my own code using the profile 2 as an example but it doesnt seem to work as a 3rd surface/profile and only seems to mimic the profile 2 elevation when placed in the band
My questions are as follows
1) does Civil 3d only allow 2 surface elevations in any band set? if it does allow more profiles/surface elevations what am i missing to create it?
2) if Civil 3d does alow for multiple surfaces to be shown in the band set how do i get the text component editor to supply the extra profile elevation codes? or would i need to create from scratch
3) if i need to write the code from scratch does any listing of the codes and meanings of each code ie what does RN, Uft, Sn and so forth do and mean .
I have a group of profiles in a drawing and I want to change how one of the profiles is displayed through the profile view style manager, but I do not want to change how all of the profiles look. Is there a way to change the way a single profile looks without changing all of them?
View 2 Replies View RelatedI have a profile showing proposed storm sewer, existing sanitary, rock surface, existing surface, and proposed profile. Today for some reason the proposed profile and labels, and the existing surface are not showing on the profile and I'm not sure what has changed or how to get them back.
View 3 Replies View RelatedI am working C3D 2012. I have a proposed alignment and profile design by another firm that I had to tranfer into C3D. I had no problem getting the horizontal alignment to display from a text file. I tried to do the same with the profile by using the 'create a text file and create the profile from file' command. I got the POB, PI's, and POE to display. I then defined the VC. I wanted to verifiy that the profile was indeed accurate compared to what we were provided. So I tried to execute a profile report PVI Station and Curve Report - I keep getting an error that "No FG profiles in dwg".
I know the Proposed profile is indeed set to proposed in the properties. I have noticed that the icon next to the profile I create from the text file is different than the profiles created from scratch.
Is there a way to convert this profile to be recognized as a FG profile?
Intel Core i5-2500K CPU @ 3.30 GHz
8.00 GB
64-bit
I try to make curb return profile without profile view like a intersect command.
I was make curb return alignment but I can not find profile command without profile view.
The intersection wizard makes dynamic EOP profiles based off of the cross slope from the centerline. Well the intersection tool doesn't always work with funky intersection layouts. Is it possible to manually create a dynamic EOP profile based on the cross slope from the centerline profile?
Civil 3D 2012
Windows 7, 64 bit
I have a 10 foot profile view and a 15 foot manhole. I want to show the manhole but not the bottom 5 feet. It is extending beyond my profile view.
Civil 3D 2014 SP1
Windows 7 Professional
Intel Core Quad Q9650 3.0 GHz
8 GB, 64-bit
I have yet to produce a profile. I created a polyline and turned it into an alignment.
Looking at alignment Sample(3), I see that it is not superimposed over your surface. The polylines are, but the alignment is not. That will disallow creation of a surface profile.
Is the sample5 an alignment that sits on the surface? how come there is still no profile?
differences in elevations of points along Profile 2 (the proposed new road elevation) and Profile 1 (the existing elevation/surface) should be computed and shown right above the Profile 2 line. For example, if at a certain point PT 1 the elevation of the proposed road is 132.44 meters and the elevation of the existing surface is 132.45 meters, the difference is -0.01 meters and it should be shown exactly above the Profile 2 line (or a little bit above it) but not on it. The same should be done for every chosen point along the proposed profile.
So far, I have done this manually, by dragging the difference (already automatically computed and shown in one of the bands below the profiles) to the correct place for every single point. However, I don't know how to do this automatically.
We have an engineer who is taking an existing surface and wants to show a proposed road 2" higher than existing.
I told him to simply adjust his assembly for his corridor to account for the 2" difference, but the County agency needs to see a profile.
My questions:
1) Is there a way to easily copy a profile made from a surface and "convert" it to a proposed profile? If we copy and explode, it turns into hundreds (thousands?) of tiny pline segments and it would be a mess to convert all those to a profile 1 by 1. If we make the corridor, and choose "profile from corridor", we do not have an option that could be used to represent the centerline.
2) Other than loss of dynamic updating), would it make sense to adjust the assembly so the top surface would be accurate, then copy the profile, explode the copy to a block and simply shift that (as essentially basic linework)?
where to change the text height and color for the lower band where the stations are. Also, how do I get the exist grade and proposed grade to show at the specified stations vertically like LDD used to do it.
Second, how do i mask the pipe in the manholes on the profile. Right now i can see the pipe inside the manhole. I clicked "enable masking" under the structure properties but no luck.
Attached are survey points that created the surface of a road embankment portion that caved-in. The road is very near a reservoir shoreline.
1. How can a surface profile be produce? I/'ve use line to change it into an alignement and then create a proile , then a profile view. But the the surface profile is missing.
2.the points having higher elevation are the top edge( road level) of the cave-n . A few few shots were take before the shorline elevations.
3. What the best way to come up with the rock volume to fill the cave-in given this surveying points., Also the shoreline elevation will be lowered some more while work is being done since the fill is not allowed to fall in the reservoir.
I have 3 profiles that I've superimposed together. Then I created sheets using the superimposed profile. I used the wizard and had Civil 3d do it for me (2012). Now I have to add a 4th profile to the mix and get it to show in my profile views that have already been cut. The data is shortcut into the drawing with my cut profiles views. How do I get it to be in the cut profile views without re cutting everything?
View 1 Replies View RelatedA tabular data sheet for profiles could be very interesting.
Civil 3D (2013)
I have an issue with a profile referenced into a plan sheet that is shifted when I view it in the plan sheet viewport. The profile stationing is correct in the profile dwg file and in the plan sheet dwg it is referenced into. But when I switch from model space to paper space in my layout sheet (the file the profile dwg is referenced into) the profile moves to the wrong station within my profile view in paper space.
The profile start station is 0+00, but it shifts to -1+00 within the viewport of my layout sheet.
The scales are the same between the dwg files (50) and the Annotation scale matches the dwg scales.
I am a C3D newbie who used ground survey points (Serrano_EG_surface) that generated a Civil 3D surface. The white line is consist of arc segments that I turned into polylines and then into individual CL alignments. The first alignment ,which has its left and right offsets do not generate the profile view that I needed to be created. There was a prompt asking for a profile to choose, but I don't know where in the drawing or in the propector panel to click on.
1. Are the ground survey points good enough so that any alignments over the those areas can provide me a surface profile, a design profile, cross sections every 50 feet, so that I can submit a preliminary drawing for environmental permitting. ?
2. When I check the object browser, the aligments preceding each other are not in the same elevation it seems. Do I have to to transform each of the polylines first into a 3d polyline and then an alignment so that I can create a profile.
3. Eventually , I wish to connect all these alignments to model a 1.5 mile rural road (more like an access road to a water reservoir).
4. What's a best techniques to keep track of modeling a road.This question pertains to e.g the object browser as one of the useful aid. I've also used the inquiry tool but not used it for its full potential.
ACA2011
How would one create a 3D rain gutter? I could make a profile of the gutter with a pline and then extrude it. Or I could perhaps use mass elements? How would I miter them on a corner?
I tried moving a Profile View and even though I selected everything at once and selected a base point and destination point, the Profile View Station and Elevation labels moved with a different offset than the Profile View itself. ?
Civil 3D 2012
i am trying to clean up grayscale scans of line text to prepare it for ocr processing. i need to do three things in BATCH processes:
1) there is often some 'ghost text' that comes through from the other side of thinner pages when they are scanned, as well as some page texture. i need to strip these lighter gray marks without altering the black text. i don't want to binarize the text, as this reduces the text quality. just clear out the specific 'tone bands' of gray that are marking up the pages.
2) basic page splitting.
3) remove center gutter shadows left by scanning on a flatbed scanner.
Not sure this is possible. I'm modeling a box gutter using sweeps, is there any way I can join the 2x sweep?
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