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
Any way to raise/lower a surface, but is there a way to offset a surface basically 1m (to make it easy) perpendicular to all grades? Because when you raise/lower a surface, if you have a 3:1 slope, it will raise/lower it vertical 1m or so, but then the perpendicular distance between the 2 surfaces is less then 1m.
View 9 Replies View RelatedI have created a road for a pit mine (which is unlike roads I have designed in the past). The road switched back towards itself and I need to daylight the cut slopes to show the limits of the mine/road cut. However, my cut/fill lines are not showing up in my cross-sections, but the plan view is showing the limits of excavation.
I assume this is because my limits are intersecting, from each of the roads, the upper and the lower. How can I get around this, or why are my cross-section lines not showing?
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 Relatedusing Civil 3d version 2012...Want to add existing and proposed profile grades to cross sections for the eastbound and westbound lanes. I have an alignment established for each
View 2 Replies View Relatedhow to label Profile Grades at a certain station other than high points, low points, pvis...etc?
I need to label an offset station with profile grades and cant seem to figure it out.
Civil 3D 2013
I am trying to get the existing and proposed grade from my surfaces to show up in the center bottom of my cross sections. I am working with the CL elevations band style and trying to set up so that major and minor increments are the surface elevations. Am I going about this wrong? I went in to the compose label tab and selected for the text to be section 1 elevation and section 2 elevation. When I am at the section view properties box / bands tab, all that shows up is my existing surface. I have created sample lines and a corridor. I have also created a surface from the corridor.
View 1 Replies View RelatedWe have recently upgrading from 2012 to 2014. Several of our jobs are not reading the surface when we open the drawing. We have to force the sync of the surface and then the grades display.
AutoCAD Civil 3D 2014
HP Z620 Workstation 64-bit
Duel Intel Xeon E5-2620 @ 2.00 GHz
Ram: 48 GB
I am working on a large park project. I have a proposed and existing surface. I have created a volume surface to show elevation banding with cut and fill ranges. I need to create a drawing for someone who doesn't have civil 3d showing all the "cut" areas. They really want a boundary of hatch. What is the best way to do this after I change my analysis to -30 feet cut to 0 feet cut.
View 9 Replies View RelatedI need to add a hatch fill polyline area but leave the text island out. What I did is put put Polyline ID and Text island ID into an ObjectIDCollection. The code doesn't throw any error but I can't see the hatch.
Public Function AutoCADAddHatch(ByRef newAddedHatch As Hatch, ByRef HatchElementIDs As ObjectIdCollection, ByVal HatchColour As Autodesk.AutoCAD.Colors.Color,
_ ByVal HatchLayerName As String, Optional ByVal PatternName As String = "SOLID", Optional ByRef strError As String = "") As Boolean
Dim db As Database = acApp.DocumentManager.MdiActiveDocument.Database
[Code] ......
Here's the issue I get with my laser printer dialog box:
One or more fountain fills may show banding
Suggestions: The following actions can eliminate banding:
Reduce the length of the fountain fill
Increase the number of fountain steps
Increase the range of color in the fill
Output to a higher resolution
Output using a lower screen frequency
Break apart the fill into two or more objects
How do I get XXDP7 to show the fill colour of a shape?
The outline width is zero and transparent, but the pallete on the bottom of the screen fails to show the fill colour.
I have one room on a plan whose color fill will not appear, while all of the others do. I have tried deleting the room and adding a new one to no avail.
View 2 Replies View RelatedWhy do I not get the option to "fade fill" when I use the ALT/Backspace keyboard shortcut to fill a layer. If I use the menu option Edit/Fill.. to perform the fill I am given the option to "fade fill"
View 10 Replies View RelatedI can't fill my paths and symbols, only show up no select.
View 5 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?
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.
View 8 Replies View RelatedI 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
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 Related