AutoCAD Civil 3D :: Corridors / Sections & Slope Staking Reports

May 2, 2012

It’s been drilled into me that we should keep Civil 3D Objects as separate as we can in the design process, thus minimizing data loss in case of corruption (or other some such disaster).  So, our current workflow for our transportation projects is as follows:

Receive LandXML files of points, surface and existing CL alignment from surveyor.

Create a separate dwg for points which is then xref attached into our base model
Create dwg for EG surface, create dref
Create base model (existing conditions)
Create Roadway dwg, import LandXML of existing CL
Create design CL, dref
Create design profile, dref
Create Corridor dwg
[code]...

We are now being asked to produce slope staking reports, which require a “live” corridor and a SLG.  Our current workflow doesn’t have both of these in the same drawing and since you can’t dref a corridor or a SLG, I'm forced to duplicate the SLG in the corridor dwg. Obviously copy/paste the SLG isn't an option either.  I tried that, then exploding them down to polylines and creating a new SLG from the polylines, select them all, yeah, random creation.

Is the intended workflow to have the design corridor, SLG and all the section views in one drawing? 

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Apr 18, 2012

Trying to add slope markings on my corridors, and the only way I can find is to do it in the Corridor properties > Slope markings, then click add slope pattern, which asks you to select featurelines top and bottom of slope.  Surely there is a way to simply switch on or off slope markings where in cut or fill?

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Nov 29, 2012

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Civil 3D 2012 SP1

Windows 7

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Sep 27, 2013

Pt# 812 (From my drawing)
N: 2004294.63
E: 6057287.18

Pt# 715 (Stake point from a DXF file)
N: 254.39
E: 218.59

I built my drawing from the civils. I wanted to check the points that the surveyors are staking with a DXF file. As you can see from the above two points, our coordinates were wildly different. I brought the DXF file into my drawing as a block, and translated and rotated it to match my drawing. I had to drag it several miles, but no problem there.I imported the as-staked point file to a new group and dragged them up near my drawing, but the drawing was getting a bit crowded by then. So I made a block of all the imported points to make it easier to translate and rotate them to match my drawing and the overlayed DXF. After exploding the block of points, the points showed up in the new group. Anyhow, here's my questions:

1. How do you renumber(offset number) imported points? The option I saw was only for duplicate points. I wanted to offset them all.

2. How do you translate and rotate a large bunch of points without turning them into a block?

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Civil3D 2013
Windows 7, 64 bit
Intel i7 2600 @ 3.40Ghz
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Feb 8, 2013

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Oct 8, 2012

I am trying to create some cross section reports. But I have noticed that none of the options available (Section Point Report, or any of the ones that use Sample Lines) will show any featureline information if it is not part of the region which is attached to the alignment chosen in the report.

For instance, I prefer to create my splitter islands as a seperate baseline (levels taken from a dummy surface) and add a simple kerb assembly to this. (So both are in the same corridor). My normal visual cross sections show the splitter island kerbs without issue. But the cross section reports do not. 

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Intel Xeon E31230 - 3.20 GHz
4.00 GB RAM
Windows 7 Professional - 64-bit
Nvidia Quadro 600 - 1GB DDR3

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Nov 12, 2013

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Feb 27, 2013

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Sep 24, 2012

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Mar 12, 2012

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I've attached the .xml file (I only edited the imperial parcels - the second large group of <Metes>).

Quite simply, these two "types" below have the words "reverse curve" and tangent or non-tangent accordingly in the output phrase, but it only creates non-tangent compound reports.

Curve to TangentReverseCurve

Curve to NonTangentReverseCurve

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Thence, 47.09 feet along the arc of a ____ curve to the left, having a radius of 29.98 feet, a central angle of 90° 00' 00", and a chord which bears North 45° 00' 00" East, 42.40 feet, to a point for corner, the beginning of a compound curve; non-tangent

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Civil 3D 2011
Windows 7 x64

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Jun 3, 2013

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Apr 24, 2012

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Sep 26, 2012

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I was wanting to keep the intersections as seperate corridors because if we add them to the road corridor we end up with numerous duplicate baselines which makes editing and data management a nightmare.This whole process is a huge time consumer. I can't understand how Autodesk expects DOT's to adopt this software with this workflow.

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Dec 13, 2013

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Apr 9, 2012

I was happy to get my Data Shortcuts set up (1) for myself: to create corridors of different design scenarios in separate drawings, and (2) to share data with my project team members.

Referencing and viewing them seems to be ok.

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When I re-select Alignment and Profile for Corridor, then OK - it locks up.  I created new sample lines along the new alignment.  Maybe need to start with fresh corridor.  How much am I going to have to re-create?  Possible hang up locations?

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Jan 14, 2013

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