How to get automaticly data on the profile. See my road profile in attachment.
Now i have to manually write data of elevation of existing and future ground and distance.
i think that is possible automaticly, but i dont know how.
I have a rather large project for a roadway reconstruction. Therefore, the existing utilities are in a separate drawing and the existing ground surface model is in a separate drawing. All the above surface items (curb and gutter, asphalt, concrete, signs, sidewalks, landscaping, etc..) are in the master drawing. I then xref'd in my utility drawing and though I would use data shortcuts for my existing ground surface drawing. I took the surveyed triangles (3d faces) from our raw survey drawing and copied them into my surface drawing, created a surface from the triangles, created a boundary and such. So far everything is good. I created the working folder for the data shortcuts for this project and saved the drawing and closed it. I went into my master drawing and clicked on "Create Reference". I did not promote. The reference came though and everything is fine. Now I want to add contour labels in my surface drawing which I did but they do not show up in my master drawing but the contours themselves do. Do I have to promote this drawing into my master drawing so I can create the contour labels in my master drawing? I guess that is fine but the issue is we have small areas of topo that will be added as needed down the road. If I promote the surface drawing into my master drawing then when I add topo to the surface drawing, it wont update in my master drawing.
View 9 Replies View RelatedI have an existing ground profile, and a design profile. All I want to do is label the slopes of the design. When I click my line label style and turn on the text it labels the existing ground and the design ground. I cannot find the setting in my two profile styles to turn the slopes off in the existing ground.
Oh, how can I get a tick on the V.C. dimension line?
I am trying to label existing ground & profile grade on my cross-sections the way old Land 4 used to do it. I've muddled through section view property style settings, band settings, group properties w/no luck. It can't possible be this difficult. What am I missing?
View 5 Replies View RelatedI can label the superimposed profile but c3d uses the stations of main profile of profile view.
Thinking on the future.... c3D can have the ability of use superelevation values to calculate the right values of superimposed profiles ?
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 am fairly new to the Civil side of AutoCAD, as I used to work primarily in Map. I am working on a street rehab project in which I need to take survey points showing existing elevations (centerline, flowline, and top of curb) and show existing profiles in a profile view. I have no problems setting up the profile view(s) or the centerline alignment, but I am having problems with creating the profiles themselves, and I have a two part question about them
Question 1: According to the user's guide, the correct way to set up an "existing" profile is by extracting it from a surface, but I don't have a surface to use. In reading through the various profile types, the best way to set up what I want seems to be by using the profile layout tools, but the help says that a profile layout is supposed to be for a final "proposed" profile, not the existing. Does this actually matter? Will I be breaking Civil functionality by creating an existing profile using the profile layout tools?
Question 2: In reading through the profile layout tools, everything seems to be centered around PVI's. Even using the "tangent tangent" method to add in points seems to only use the first and last point as controls, with everything in between treated as a PVI. If you look at the documentation here, points one and four are treated as actual elevations, while curvature occurs at points 2 and 3. In my case, since what I have is a series of actual points on a surface, each point should be an actual surface elevation with curvature occurring between points and not at them. What method should I be using to input the points in the profile?
I'm trying to create an all new existing surface over existing ground. I have a TIN surface of the EG, and I have drawn overlay splines that describe the new surface, but how to go about creating that design surface.
It is a compound surface, open on one end and closed all around on the other, somewhat like a half of a football stadium, but with an irregular upper edge because I am needing to figure out cuts and fills to manipulate the EG into this new surface without costly major terraforming. There is about 40-50' vertical elevation between the "field" and the upper rim with a generally constant 7-10 deg. slope all around. I'm just at a loss to figure out how to approach this project, and am quite new to Civil 3D.
Civil3D 2013
MacBookPro 17 - 2.4GHz Intel QuadCore i7 (Late 2011 build)
Microsoft Windows 7 64bit
350GB Bootcamp volume
I have an existing ground surface with all different z co-ords and im trying to add three proposed buildings to my exisiting ground with all the builidngs having a level of 32.5 as a minimum, however at some points the ground is higher than 32.5 and I only want to raise my existing ground to 32.5 within the proposed buidling layout if it is below 32.5 as im doing a flood calculation. What do i need to for this?
View 2 Replies View RelatedI have a feature line as the top of a wall and want to grade up away from it to marry to existing ground.
View 1 Replies View RelatedWhile I was out, my partner somehow now has two existing ground lines in my cross-sections. ####exist and ####exist (1). They are offset by about .5 feet left to right. Where do I remove the surtface ###exst (1) from the cross sections. I am looking now.
View 2 Replies View RelatedI've worked with LDD for 11 yrs. Last week the IT guys changed my PC to Windows 7 64bit, so I can't have LDD and I have to work with C3D. so I am following software tutorials.
for designing a road I created:
alignment ---> surface profile ---> layout profile (project line) ---> assembly ---> subassemblies ---> corridor ---> set target surface and frequencies
Corridor is created with daylights ,but I don't see existing ground in corridor section editor.
There is nothing about this in tutorial. Also I don't know how to calculate the volumes, in LDD after this stage we could calculate the volumes. i think in C3D I should do more for calculation.
How to prepare for rendering Existing ground with cutted corridor river? Specially in places where corridor river is below EG. If there is some tool like cut?
View 4 Replies View RelatedCivil 3D 2012 (or Civil 3D 2013)
Without automation development, what is the procedure to get a digital record of the existing road lane slope?
I recommend the following:
1
Use the OverlayWidenMatchSlope1 rehab subassembly to build a corridor, targeting the existing road surface
2
Make a report using Corridor > Feature Line Report, reporting the Links to get the slope
Am I correct?
if i want to target the existing surface beyond the edges of my road/sidewalk, should i use the link slope to surface subassembly at both ends? i want the model to test if in a cut or fill situation, and then target.
Civil 3D 2013 SP1, Win 7-64 bit
12GB RAM
I need to extend the existing ground profile. I previously had stopped the profile at 25+00 as shown in the attached. However, I need to add on another 100' to 26+00. I can only view info in the Profile Properties. I can't change the end station.
How do I get it to extend?
I need to create an assembly that will give me the volume of a new shoulder along an existing road, as show in this picture.
I can easily make an alignment along my edge of pavement, and match the existing elevations, but I need to hold the cross slope constant AND the shoulder slope constant, and have the bottom of the shoulder slope to a target 2 feet off of my ROW.
I am new to Civil 3D and need to customise the look of road profiles so they look like they were produced from any of our other civil design software packages that we use (to maintain standards between offices etc).
The attached picture is what I need them to look like. I want to show both the natural ground (the dotted line) and the design road line (solid). Then I want to write on the profile the station, natural level and the design level.
I've got the Mastering Civil 3D book (and a few others) sitting on my desk.I worked out how to turn off the grid on the default profile althoguh that was about it.
Is there a way to move the station on an existing alignment? For example, I have an alignment created and want to move station 10+00 so it represents a different point on my alignemnt.
View 1 Replies View RelatedI have cut a ground line in profile view. Is there a way to "mask out" a portion of the ground line in the profile? I need to detail some stair but the surveyors only shot the top and bottom tread. I don't want to add points to the surface, I just want to draw the steps in and place them in the correct profile location. And I don't want two horizontal alignments.
View 7 Replies View Relatedhow to create a label style for design center of road (simple tangent) in profile that will work between multiple profile views. I've used the 'Create Multiple Views' profile view wizard. I use a horizontal dimension style label for CL road (looks just like an autocad linear dimension). I'd like the label work across separate views i.e. stop at view end, pick back up at view start.
The label I currently use is simply a line component from tangent start dimension to tangent end dimension and the text component is anchored to the line midpoint. Label looks as intended for normal use. For some reason the line drops as if looking for the actual pvi at the right side when i use multiple views.
I went forward designing intersection profiles with limited survey and simply made an educated guess for the secondary roads pgl tie in point. I have received updated survey and when I move the profile end point to meet existing grade it adds another pvi effectively holding the profile grade I set preliminarily. I'm keeping the lock point. Is there something with the return/ offset profiles preventing this edit? What is the proper work flow?
Civil 3D 2012 & 2013
HP Z210 Workstation
Intel Xeon CPU E31240 @ 3.30 Hz
12 GB Ram
64 Bit Win7 OS
I have a storm crossing shown on a road profile, and the ellipse that represents the storm pipe is only showing part of the inner wall (I've attached an image). This pipe is skewed slightly, but the entire pipe crosses the road alignment, and this should not make any difference.
Also, is there any way, yet, (I'm using C3D 2011) to have the label show not only the pipe name, but also the invert where the pipe crosses the road alignment, and remain dynamic,? In other words, without having to edit the label text, and lose the dynamic capability. Land Desktop would do this, but it was not dynamic, of course.
Win 7 64BIT
C3D 2013
What can I do to show intersection information in a profile label?I mean, supose I have two roads (A and B)... what should I do to show in the road A vertical profile the name and the station of road B in the properly position of this A profile? URL....
View 4 Replies View RelatedHow to bring in the Finished Road Section on a longitudinal profile @ point on tie in. For example three road A, B and C are tieing in to Road X at different stations. I have profile of all the roads. and I want to change the profile of road X with reference to road A,B and C. for that I need reference road section of Road A,B and C on longitudinal profile of road X. How this can be achieved.
View 2 Replies View RelatedIf I have a Crescent Road (P - shape) where the Alignment returns to itself, when i draw pipe network parts in profile, the pipe network gets drawn wrong, ie. the tie-in structure at the intersection is drawn at the wrong station.
My understanding is that the structures will get drawn at the station closest perpendicularly to the alignment, so the structure is going to the end station as opposed to the beginning simply because the end segment of the alignment is closer.
Is there any way to make a structure use a different perpendicular station (without shortening the alignment)?I don't want to move alignment or structure.
I have a station equation in my alignment that happens to fall in a vertical curve in my profile. I'm using the PVC and PVT station and elevations from the plans and the K value to draw a Fixed Vertical Curve. It doesn't seem to be taking into consideration the station equation. It is calculating the wrong PVI station and elevation.
View 8 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 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 RelatedI am using LISP in C3D 2012. I am trying to get the station and elevation of a point I pick in a profile view. I found the Method that will get that info, but I can';t seem to get the syntax right.This is the Method;
HRESULT FindStationAndElevationAtXY(
[in] double X,
[in] double Y,
[out] double * pStation,
[out] double * pElevation,
[out, optional] VARIANT * pInBounds
[code]...
They are read-only, so seem to reflect the start and end of the profile tangents.Would you ever not set those to the alignment start and end stations?
I tried setting them to stations before and after the alignment start and end stations, that did not allow me to reach my goal of allowing addition of PVI's before alignment start and after end.
I know you can have the profile extend beyond the alignment, it works fine if you add the PVI's with the C3D toolbar.I can't figure out how to do it with the API though.