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.
I am having a problem with moving my profile grades. I go to Utilities under Corridors and create a profile for the left and right curb. They show up in my Alignment Profile, but when I click on one to move it, it disappears. When I type regen, it shows back up. I am trying to set my crossection grades in my Multiple Section Views. I first create my Profile from Surface, then do a proposed centerline grade by Draw tangents with curves. I create the corridor, put in the regions, go to corridor properties and pick the right and left corridor lines I have created. Then I set the existing surface and attach it to my profile. I create the sample lines and the Multi Section Views. Where am I screwing up?
View 4 Replies View RelatedI am trying to get a street assembly to follow a top of curb profile. The profile is at the face of curb. The centerline of the street is my assembly target profile and alignment. I do not want to create an alignment for the curb. The curb profile is based on the centerline alignment. I can't figure out how to get a link that will track the curb profile at the face of curb.
View 4 Replies View Relatedwe use three line road profiles. If there is a bus pullout or lane transition we show the curb profile based on centerline stationing. I'm able to generate a the corridor using a transition lane assembly from centerline and targeting a widened offset alignment or just a feature line. I can import the corridor curb feature line into a profile which would be a perfect solution, but it is all truncated. (i.e. no vertical curves) I can create a profile of the offset alignment, but the stationing doesn't match centerline.
How can I either generate a non trunidicated profile from the corridor for my curb profiles? How can create a design profile of a transition/pullout curb line that I can target and plot against centerline stationing?
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'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 RelatedWe sre doing 3 line profiles for a road and the left and right curb should be .13' lower than the centerline elevation. In many cases we are getting .14' or sometimes more or less. We tried resampling the cooridor with a tighter interval but still the same results.
View 9 Replies View RelatedI 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?
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.
A 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.
How to make the flared end sections have the same slope as the pipes they are connected to in the profile view?
View 9 Replies View RelatedC3D 2010 user
I have a problem modeling intersection. This is first time I am modeling intersection. I have gone thru' and actually did all intersection tutorials offered by C3D and naturally I felt like I am ready for it.
But in real world I am not. I am trying to model intersection and I keep getting error as "Value on Wrong side of alignment to profile". I looked at target mapping and thinks so that all is okay (may be not). I am attaching snapshot of error message as well as plan view. I wanted to forward actual dwg but size is too large to post.
Point to note:This is Left lane driving setting. I realized this after I created alignment/profile/assemblies but before I tried intersection modeling.
I did 8 iterations before this post.
How I could create a label for the curb return grade as shown on the attached file. The label is on a curve.
View 6 Replies View RelatedChanging the curb return radius after the intersection has been created. I am able to go back to the curb return parameters dialog and enter a different value, but once I hit Enter or OK the value reverts back to the one I orginally used.
So it looks like I have to delete the intersection object and re-start the wizard from scratch. Not that it's a big deal, just thought there might be a way to make the change once the intersection is built.
I am getting assembly problem as shown in attached fig where curb return takes zero elevation . However the same assembly working fine on other intersection
View 6 Replies View RelatedI am trying to create a feature line style that would include markers similar to minor stations of an alignment at the End Points and 1/4D, 1/2D & 3/4D locations. The thought is that I could use these on curb returns, and the markers would identify the locations we provide construction staking.
View 7 Replies View RelatedI was wondering if after drawing an alignment, creating a profile, and profile view, is there a way I can mark items along the alignment so they could show up in the profile view. I am laying out a pipeline and want to have the profile display a marker for items such as tees, elbows, reducers and other items. The marker I would like to use will be something like the vertical style grade break markers.
Also on a side note, as each of these items will have a different name, is there a way that I can add these markers and then have each one with a unique name?
1. I had trouble with profile view of the alignment line shown. What step am i missing? Are there things that is turned off?
2. How can I best come up with the right volume to fill.
3. Do I need to learn the grading tools? or could i get buy with a section profile from the alignment. ( it is not even an alignment yet)
4. How to I render a rock fill in this cave-in.
The attached aerial image , has survey or cogo points that are imported to surface, to become surface points. . So I wanted to create a surface profile below and an outline of fill above it. Iideally the side profile would look like a trapezoid, where the base is the surface proile and top would be the design embankment.
But the reason , a surveying crew went down and took shots at the shoreline and a couple shots around the cave-in walls (higher elevation on the cave-in wall cannot be surveyed, although I coud have used a laser , did not) is so that a more accurate volume of the cave in can be obtained. I tried to label how far the road edge is from edge of the cave-in . Norice the higher elevations are the top edge around the cave in area.
The ouline for the embankment will be a mild slope then breaks to a more steep slope. like 4 :1 , then 1.5:1
I was given a horizontal centerline of a 5 mile bike path. We have to stake all the even stationing every 50 feet and all the VPC's and VPT's with vertical elevation. I have created the horizontal profile and also the vertical profile including all the vertical curve information. Is there an easy way to incorporate the elevation information back into the plan view so I can create points that carry x,y & z points that I can transfer out of autocad as a .txt file so we can upload it on our gps equipment?
View 9 Replies View RelatedIs there a way to easily add an object from a profile view to a plan view? I have developed a pipeline profile that has high and low points and I would like to show these points on the plan views.
View 9 Replies View RelatedI 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.
Im 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
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
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)?
