Is it possible to change the cut and fill pattern from solid bands of colour to bands of colour cross hatch (for example)? The reason for this is, when printing the drawing uses a lot of ink.
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I am a beginner with PSE 8.0
View 5 Replies View RelatedI have a surface made out of 3Dfaces as shown in the .jpg attachment i added. I would like to have it hatched. What are my options?
I use Civil 2012 and have experience with AutoCAD plain, but only try to learn Civil 3D at the moment.
I discovered a weird thing that seems like a bug...I tried to hatch manually while in profile view (couldn't figure out how to do what I want with the profile view hatching options) and it seems that if I try to make one hatch (by picking internal points) that includes multiple structure profiles on the same profile view, the first structure profile for that profile view works as a hatch boundary, but subsequent structure profiles are basically ignored if I keep trying to pick internal points to make a composite hatch.
I assume it's because of this same bug that I can't create a hatch by choosing boundary objects and using two structure profiles in the same profile view as boundary objects.
how to hatch using the profile view hatching and to use a pipe network as a boundary, that would also be useful.
if I hatch by picking internal points, and pick one area with a structure profile as part of the boundary, and then I pick a similar area in a different profile view, everything works fine...it's just the second (and though I don't have more than 2 structures per profile view in my drawing, I would assume any subsequent) structure profiles that I try to use as hatch boundaries that AutoCAD is basically ignoring.
I'm using C3D 09 with all the updates. OK, now that those are addressed, I am having an issue with my pipe hatching dissappearing when I connect it to a structure. See the two attached pics for clarity.
View 4 Replies View RelatedIs there a way for C3D 2013 to automatically hatch (with a style) in the profile view the area from the FG to top of pipes (Sanitary, Storm or Water). Currently we go old school with isolating the linework in the profile and hatching it manually. The interesting thing is the hatch still recognizes the grid in the profile view even though we've frozen the grid and other linework. AND we must put a line on the top of the pipe, or the hatching goes to the next "grid" of the profile.
Would be nice to get it to generate the hatch much the same way it does for the profile view with Cut area or Fill area or Multi boundaries.
I am using AutoCAD Civil 3D 2012 and Adobe X Pro. When I print to PDF (using plotter DWG to PDF) the hatching for the slopes analysis does not show up. I have other hatching in the plan and that shows up, along with the outline for the slopes. Its just the actually slope hatching that doesn't show up.
View 2 Replies View RelatedI have searched the Help fine in Civil 3D, I have searched the tutorials and Knowledge Base online, I have searched the Mastering AutoCAD Civil 3D manual, and I can not fine how to turn on hatching in Section Views. I'm currently running Civil 3D 2013.
View 5 Replies View RelatedI am trying to show cut and fill hatching in the profile views but the hatching doesn't show up. I've tried changing the hatching styles, the scale, the colors, etc. but it doesn't seem to be working.
View 4 Replies View RelatedIs there a way to create hatching for the slopes surface style instead of using solid colors?
View 2 Replies View RelatedI need to create a cut and fill. the fill will required to have riprap at 1.5m depth.I have tried using diferents assemblies:
BasicSideSlopeCutDitch and also DaylightMultiIntercept but I can't get results. Maybe I am not using the right parameters?
I would ask a question about the Cut and Fill Volumes reports in Civil 3D.
View 3 Replies View RelatedI have an existing survey surface, and I want to know how much cubic yard of materials to fill up from the bottom to elevation 876. See attached image for detail. Here is what i am going to do....
- i will create a surface of the fill area (from bottom cotours up to el 876) then do a volume surface bwt existing ground surface and the new fill area surface to get the volume of it? Is this a right way to do?
I have a drawing prepared in Civil 3D 2013 with a number of surfaces representing both the existing and proposed grade of a site. I have the cut and fill quantities but now I am required to illustrate on my drawing where the areas of cut and areas of fill are by showing boundary lines or shaded areas, etc. Is there a way Civil 3D can easily generate these areas in order to visually show the locations of cut and of fill?
View 8 Replies View RelatedMy background is actually in Microstation (mainly 2D). I was asked if I could calculate the cut and fill between two topo surfaces. Unfortunately, I don't have the files yet but I will eventually receive them. When I do, what would be the correct method to achieve this task?
View 3 Replies View RelatedI have a decent understanding of how corridors work, and I am able to generate material volume tables for earthworks, I can edit my corridor and everything is all synced up as far as I can tell. Where I am having trouble is removing topsoil (with a volume generated) and then using that new 'section' to calculate cut and fill.
The project is a new road for a subdivision. Topsoil is to be stripped only within the limits of the back of curb, and anywhere the fill is greater than 300mm (a foot).
What I was trying was to use the stripping topsoil subassembly, with a foreslope of 0:1 and a width based on my corridor. I would have this subassembly on the let and right, and the attachment point would be the crown of the road. Then I would create a surface using the stripping feature lines and the stripping link to calculate the topsoil removed. Then I would use this surface as the Base to compare for my Earthworks.
The problem I was having is the Topsoil surface wouldn't follow the actual topsoil feature line in the sections, and would get some pretty wonky stuff happening with regards to the TIN lines of this surface. Flipping the TIN lines seems very difficult to do properly and efficiently.
Trying to get the cut/fill quantities by computing the materials & I'm getting confused.
I imported another criteria & for ground removed it has existing as below & my datum as above. For fill, it has the datum below & existing above. The cut/fill matches a comparison between the 2 surfaces, but I just want to make sure I'm doing it right. Explain why for cut the datum's set to above & for fill it's set to below,
I am working on a project for a park in which they are looking for a new access road and a parking lot. I created the road and sections for it, now im looking to get material cut/fill from the sections. I am having a tough time getting them to work. The only thing I can get to work is if i created a volume surface comparing my eg to my fg surface. That will give me a cut and fill material amount for my new road
What i am trying to get is the volume report for each sections, so i can get the cut/fill for each section. I have followed the tutorials and tried everything, but nothing seems to work. I created a surface from my corridor, and for some reason when i go to edit my materials, i cant add my proposed surface from my corridor to make the comparison from, and i think thats my problem. Everytime i go to create my volume report, i get all 0's.
I would like the grading of a site to happen only on part of the site; I need the rest of the site to remain unchanged.
I thought I was finished with this project, the volumes seemed about correct, and then I noticed in the comparison surface (showing areas of Cut and areas of Fill) that soil is being taken from parts of the site that need to remain undisturbed. This is a residential site with a conservation easement and other forested areas that we won't be disturbing.
How do I set a boundary or breakline (or what?) to limit the grading/cut/fill to the area I want?
AutoCAD Civil 3D 2010
The project I am working on requires shoulders sloperd at -1.5% to -3.0%. Is it possible to set up an assembly and corridor to cut anything above -1.5% and fill anything below -3.0%?
If I can show both the cut and fill in the same drawing, that would be ideal.
AutoCAD Civil 3D 2012
See drawing attached.
I have a large fill area directly dropping to to a large cut area. All of the above work is in rock, There is a retaining wall along a section of the "cliff face" but not at the ends where the cut and fill meet.
I would like to transition the fill batter on to the cut batter to enable the filled area above to be self supporting.
How to apply a different set of fill factors along the same alignment in the same material list? I have a road that is going to be sandy soil for the first half and half rock for the last half.
View 1 Replies View RelatedI'm new in civil 3d road design so my question may be basic.when i prepare a corridor and proceed to get cut and fill it appears as zero.i think i made some mistake at a stage when in section line we decide surfaces..step wise from section line selection to cut/fill calculation also give me the general concept regarding selecting surfaces during cut/fill volume calculation?
View 5 Replies View Relatedwhy the "cut/fill" numbers are all at zero in my report? All the offsets and the design elevations show just fine....
View 9 Replies View RelatedMaking my cut and fill reports more accurate?
The main question I have is when should I delete lines in my surface, so if there is literature on how to manipulate surfaces created from survey data that would be perfect.
I have a road that I am engineering and have set up my subassemblies using the daylight standard. But i would like to force a cut section until the fill gets to 2'. so that when i have 2" of fill it will still cut my ditches.
View 2 Replies View RelatedI have created a building pad on my site and need to extract fill quantity. I set the elevations on my building and created a 5:1 grading object. to the existing ground.Autodesk Instructions are, for the actual building footprint, that I need to create a grading object at 1:1. for the area covered by the actual concrete pad. Need screen shot of the style settings of this grading criteria. because the area is flat it is impossible to determine if the floor area has been built. When I run sections and create volume reports the only fill quantity is from the grading objects that slope out from the pad. I must be overlooking a setting in the style for 1:1.
View 6 Replies View Related1. Is the best way to create a design surface having a feature lines and then creating grading objects? Then how do i create a FILL grading group for an eroded embankment of a reservoir. The examples on a typical book e.g."master civil 3d 2012" shows a pond design.
I started a polyline boundary area just a bit smaller than cogo points consist of - survey points shot on the edge on the cliff, shot midway to wall of the cliff and shots taken to where the toe of rip rap fill-boundary should be.More points were created with elevations which represent whats on the site. (See image) . is this correct? On the base feature boundary, do i just tell what length of the boundary line it must be graded from the top of the cliff, 1:2 slope and when I get to the portion of the base feature boundary line at the toe , I just tell how far the length of the boundary line is the and give a slope value of 1:1.5. Should this work.
2. I'm about to try to model the the design surface a different way. (from the cliff 1:2, it goes this way for 5 ft, changes to 1:1.5)
do I create feature lines at toe , then vertical feature line between the toe and the cliff , then use the grading editor or elevation editor
3. Once I obtain the infill surface of the fill, how rotate or orient the model , ( rock material - rendered) so Photo 3 is draped over it.?
I am fairly new to civil 3d (currently using 2012) and have been tasked with designing a proposed landfill cap. The end goal i am looking to achieve is to dertermin the amount of fill that can fit within a footprint. If approved i would then design a haul road and swales. I understand the basics of grading however i have run in to a few issues while attempting this. Let me describe what i have tried so far.
-Obtained existing contours and created a surface out of this.
-Obtained proposed footprint extents
-Attempted "grade to elevation" using the footprint to grade up to an elevation using a 3:1 slope. Learned this tool does not work as i expected and abandoned this idea
-Attempted "grade to surface" using a 3:1 slope and a top footprint with an assigned elevation.
The final step i believe is creating what i want however the surface is not very "clean". Here is an example of what i mean; [URL]....... Is my feature line not simple enough or is my existing surface perhaps too complex?
How do I generate a table that shows cut and fill quantities for comparing two surfaces similar to that what shows up in the panorama window. I am not working on a road project with an alignment.
View 1 Replies View RelatedI need write Cut and Fill Labels on Volume surface in each 10x10 meters. Civil 3D can write Spot Levels on grid, but I need write Cut
and Fill values in grid area. Using Surface >Utilities>Bounded volumes I can get the values on selected closed polygon, but write to all is very long work. How to do write Cut and Fill labels on grid.
