AutoCAD Civil 3D :: Labeling Alignment Intersections In Production Sheets?
Sep 5, 2012
Using the Best Practices, different components in their own DWG files, all brought together in a production sheet where I can place the labeling for that sheet. I can add labels for Surfaces, Alignments, Pipe networks, through the Xref(s). Evidently this was not extended to Intersection Objects.
What I'm doing now is creating a new Intersection at each street intersection just so I can get a label which shows the station of each alignment at the intersection. Is there a better way to do this?
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May 14, 2013
I'm using the Plan Production feature of Civil3D 2012 (x64). Here's my scenario:
I have a base file with all company style and layer standards. I have an alignment and profile in this base file, which I am creating sheets for (plan and profile, same sheet). I create my VFG and generate the sheets from this base file. My sheet template creation .dwt file only has a couple layers in it (nice and clean).
Is it normal behavior for the sheet files being created to have ALL the company layers and styles associated with the base drawing where the VFG and sheets were created from? I would think only the layers/styles used for the alignment, profile, and profile view would be transferred to each sheet.
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Oct 16, 2013
I'm currently doing some testing of 2014 SP1 and noticed the Copy Styles routine when creating Plan Production Sheets doesn't seem to function as it did in 2012?
Using 2014 SP1, I data referenced a Pipe Network into a Plan Prod. sheet that was created before the Pipe networks were created. After data referencing the first Pipe Network into the plan sheet, I tried to label my pipes and structures, noticed none of our custom styles got copied (during create sheets command) into the sheet?
In 2012 they did.We have a lot of these Plan Production dwt's here and it's going to be a major PITA if all Plan Production.dwt's will need to have all Styles within them.
The nice thing about the way it used to work is the styles only needed to be maintained in a couple base.dwt's.
In addition to these Pipe & Structure label styles missing the list goes on throughout the Settings tab. Only present styles seem to be of "in use" nature such as pfl style, Alignment style, pfl view style etc. where the sheet creation process pulled specific information into the sheet dwg from source dwg.
Also did a quick test of our 2012 configuration and majority of , if not all, styles from source dwt do get copied over eliminating the need for them within the Plan Production dwt's. 2012 SP3 used here.
C3D 2012 SP3 & C3D 2014 SP1
Win 7 Professional 64 Bit
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May 6, 2012
In plan production, I have created the sheets (plan & profile) as a seperate drawing.
when I open the sheets, the pipe network profile labels are missing in model & paper space. (attachment 01)
I tried to on/off the annotation visibility tabs in the lower right corner (attachement 03)
Note: While creating the sheets, I select the tabs for pipe network & copy pipe network labels to destination drawings (attachment 02).
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Jan 31, 2011
I'm using the Plan Production tools to create alignment drawings and when adding the north arrow during the process i get a error at the end stating @unable to align north arrow?
North arrow is a block and tried with base point and alignment parameters, unless i have missed something in the block creation? How do i create a north arrow block that will align with the layouts in plan production?
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Feb 9, 2012
I read through the previous posts but still I am not able to do this. I am using C3D 2012.
What I need to do is label Deflection angles of an alignment (delta angle). The alignment does not have any curve.
So basically it will be some kind of PI or geometry point label showing the deflection angle.
Labelling LT or RT would be great but at this time I dont need that.
I hope it explains.
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Jul 15, 2013
Setting up my styles for Sanitary Sewer and most counties require a Deflection Angle for your sewer mains.
Any formula to use to show Rt or Lt deflection pipe angles in the Sanitary Sewer plan view Structure Lable Style or how to create one?
Have not found anything that works, the Structure rotation Angle doesn't work at all like that.
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Sep 28, 2012
I've created a network of my stormsewer (which means the stormsewer lines are all on different streets) and added the inlets to my street profiles.
How do I get the profile structure labels to reflect the stationing from the street alignments?
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Aug 19, 2013
How to deal with this situation. Insections not lining up
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Oct 23, 2013
Just curious as to whether people use much colour in their production drawings, particularly for hatches...?
Working for Local Government, we tend to utilise colour hatches to show all kinds of information.
Generally, we have found that colour hatches are a good way to clearly show different areas and materials such as pavements, paths, landscape areas etc. Hatches can then be used to quickly ascertain areas for estimation and our construction team like them too as the plans tend to be easier to read.
The usual arguments about reproduction of plans and slowing down of computers doesn't seem to be an issue for us. Most photocopiers are in colour now anyway and we just make sure that even in black & white the plans are readable.
The way that Civil 3D deals with hatching doesn't seem to slow things down for us either.
Currently using Civil 3D 2013 & 2014 SP1
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Sep 26, 2012
What is the advantage of creating a seperate corridor for an intersection? Doing so requires leaving gaps in the road corridors at the intersections which creates a mess in the surface triangulation through the gap. I know we can clean it up by creating a composite surface and pasting all the pieces together but how tediious that is!
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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Mar 7, 2013
I've created a T intersection and have created the surface for the T corridor and the entering side road. The surfaces appear correct. When I create a surface for the main road, which has been split into two regions, the surface goes thru the T corridor. How do I create a surface that simply goes up to the T intersection and picks up again after the T intersection?
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Oct 23, 2013
I don't know why when I make an automatic intersection the curb assembly is placed on a lower elevation respect to the main and second roads in all quadrants.
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Apr 25, 2013
I'm using c3d 2013. I'm setting up plan production dwt's for plan-profile, plan, profile and section.
My question is do I need to have a north arrow visible in my plan viewports layouts inside the dwt? I know when creating viewframes and sheets, the dialog has a pull down to add a north arrow at whatever orientation I choose to cut sheets. I didn't know if it will add the north arrow and rotate it based on the one already in the layout tab or if it pulls the north arrow in separately thus having 2 north arrows. Should I take out the north arrow in the plan layouts inside dwt or not?
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Mar 24, 2013
We are making road , it has intersections with simple roads wich leads to forest or a fields or to a private territory. We have 60 of those intersections (crossroads) , if we would start making them all with intersection wizzard it would take a lot of time... , maybe there is simpler way to make such an easy crossings ? ( all of those crossroads are same type same geometry, the only difference is location)
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Jul 9, 2013
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
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May 28, 2012
i've made a serpantine curve that starts from one line of alignment and end on the other line.
i wanted to know how can c change alignment direction when these two feature line and alignment meet each other in order to change the alignment path?
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May 3, 2012
I using a data reference/shortcut to properly label an alignment in paperspace. However when I reference the alignment in and apply the labels the aren't the same as the original alignment that I am referencing. Is there a setting where I am supposed to apply a new beginning station.
Also it seems as though the stationing(distance) isn't even matching up 1:1 with the original drawing. For example in the original base drawing my alignment starts at 10+00 with the next PI at 14+76.98, but the stationing on the reference alignment starts at 0+83.33 with the very same PI being labeled as 1+23.08. So the very same distance is 476.98' in the real design and the drawing it's being referenced in, but the stationing of the referenced alignment shows it as 39.75 Units.
I've attached a screen of the beginning of the alignment.
Civil 3D 2012
Windows 7 Service Pack 1
Intel Core i7-2600 CPU
16GB RAM
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Jul 18, 2013
Using Civil 3d2012, Is it possible to change the alignment label style set after the alignment has been created? For example, for an alignment that was created with alignment label set X - change the label set to alignment label set Y? It seems like this should be pretty easy, I must be missing something obvious.
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Apr 6, 2013
I have a question on Alignment PI's. (Point of Inflection/Intersection)I have an alignment where some PI's have curves, others are merely hard bends.
Is there a way to automatically label the PI's even if they have an associated curve? (I'd like PI, PC and PT)Alternatively, can I only show markers at PI's without curves?
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May 20, 2013
I'm trying to edit some existing alignments. When I create new entities, they do not show up in the alignment grid view. Why is this?
Windows 7 x 64 bit
NVidia Quadro 2000 Dual Monitor
6.00 GB RAM
Intel Xeon W3550 @ 3.07 GHz
Civil 3D 2013 SP 2, Civil 3D 2012 SP2, Civil 3D 2011 V3, Civil 3D 2010 V3
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Aug 11, 2013
Launching alignment grid view/alignment entities,
I’m wondering if there is a way to launch alignment grid view/alignment entities (attached) without the need to first launching “alignment”? This dialogue box is quite essential in editing the values of radius, degree of curvature and deflection angle for the selected curve.
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Feb 24, 2012
Changing 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.
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Aug 28, 2012
I created a simple roundabout in Civil3D with the intent on visualizing the corridor in 3DS Max Design using the Civil View plugin. The corridor rendered complete in Civil 3D, but there are large corridor gaps in Civil View. They all appear to be at the location of corridor baseline boundaries. Obviously this is a non-starter, as 3DS Max is supposed to improve the visual quality, not reduce.
Attached are some sample images of the roundabout in Civil3D and in 3DS Max Design.
I am using Civil 3D 2012 and 3DS Max Design 2012.
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Oct 31, 2013
We have a main line (1 Alignment) and some junctions on that main line (other Alignments), and out GOAL is to create GL (General Layout) sheets, showing Shading, Setting out and Dimensions..ETC.So every VFG (View Frame Group) i can generate cut sheets from it, the Question is
1- How can i "connect" all the VFGs you see in the image attached into one VFG so that i would create them together ?
2- OR should i make separate VFGs like you see i did already , and then create cut sheets for each VFG ?
3- Or am i the only one facing this Problem ?
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Oct 10, 2012
I've set up a dwt file which uses our title blocks for plan/profile drawings and everything seems to work well except that when I view the profile the text and band sizes are tiny. I have to increase them to really large numbers in order for them to work. It's a metric drawing.
The viewport in the picture has scale of 1:250 set for both annotation and standard scale. The length shown in the view is 200m.
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Jul 19, 2013
I am trying to use Plan Production Tools. While creating frame I new what my start station was, but was not really sure how far to go so i let it create frames to the end. After i seen where the frames landed i realized i needed to erase one frame. Then i Created sheets. While looking at the sheets i have noticed i did not delete the matchline. Is there a way to delete this matchline or do i have to do all that work again?
Civil 3D 2013
HP Z400 Workstation
6GB of RAM
296GB HDD
ATI FirePro V5700(FireGL)
Win 7 Home Professional
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Aug 8, 2012
Can I inherit the station from one alignment as the begin station for another alignment?
For example. Alignment 1 is 1000 ft long and starts at sta 0+00.
At sta 8+01, Alignment 2 begins and goes off in another direction.
I manually enter 8+01 for begin station Alignment 2. Life is good. Still in the design stage, and customer needs to modify Alignment 1 to avoid something. Now Alignment 2 intersects Alignment 1 at sta 8+15, but same N/E coordinates.
I manually enter 8+15 for begin station Alignment 2.
It would be better if Alignment 2 could inherit the begin station based on the new stationing from Alignment 1.
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Jul 2, 2012
I am doing bulk earthworks with C3D 2013 and quite often I am modeling large dam walls with multiple raises, core sections, filter layers, etc so I end up with up to 50 surface models in one drawing. The process I follow involves modeling each raise of the wall by targeting an elevation 10 metres or so below NSL. I then use a volume surface to give me the intersecting boundary between the topography surface and the wall raise surface. I repeat this process for each raise/core/filter section - create volume surface to find intersection, extract boundary of intersecting volume surface, add boundary to wall raise surface, put both on a unique layer calculate volume - repeat for next wall raise - ad nauseum.
To speed things up a previous draftsperson created a shortcut button on the ribbon that does the volume surface trick with one click so all i need to do is hit the button, select topo, select wall raise and it gives me the volume surface between the two, all i need to do is extract the border and add it as an outer boundary to the wall raise. I would like to take this to the next level if possible and this is where I an stuck.
If my drawing consisted of a topography surface and "X" number of wall raise surfaces all named in a uniform fashion ascending numerically or alphabetically would it be possible to write a routine/shortcut button that did the following;
1.) Create a volume surface between topo & wall surface 1 - extract border as polyline - add polyline as outer boundary to wall surface 1 - move both wall surface 1 and newly created boundary polyline to unique layer.
2.) Repeat process for topo and wall surface 2
3.) Repeat process for topo and wall surface 3
.....and so on until all wall surfaces have had volume surfaces created between them and the topo?
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Mar 16, 2012
Heres the issue;
I created my main corridor which is a 4 lane arterial with ditching on both sides targeted to my prelim surface. On my main corridor i have several intersections and approaches which i created intersections for and set the targets so they are correct, i also created secondary roads for all intersections. Now that it is visually correct there is a few things i would like to do.
1) Combine all intersections to my main corridor and create surface for adjusted volumes.
2) Raise combined corridor and intersections to adjust cuts / fills so that all attached intersection and adjacent corridors adjust with the main corridor.
Do i have to go to my main corridor profile and move each curve and tangent separately, then check all other profiles and intersection to insure everything has been adjusted?
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Oct 2, 2013
I am an IT specialist running AutoCAD Civil 3D on about 100 computers for students at a community college.
The students recently alerted me that the Plan Production templates are missing from their accounts. I have previously watched these templates build, and they are supposed to be installed for each user the first time they run Civil 3D. (I have actually seen these files get added to the enu directory as the green bar progresses.)
At one time, these templates loaded, but now they are not. I am seeing two other folders in this directory, as wel as several other templates in the enu root directory, but not the Plan Production folder.
Civil 3D is part of a suite of CAD apps I installed on our systems that includes base AutoCAD 2013, AutoCAD Architecture, AutoCAD Electrical, AutoCAD MEP, AutoCAD Inventor, AutoCAD Mechanical, AutoCAD MAP, and AutoCAD REVIT.
Also, I have installed Civil 3D SP2 directly over the base installation without first installing SP1.
Finally, some users have told me that we should run base AutoCAD once and let that progrm make the first-time-use changes before running Civil 3D for the first time. I have tried running base AutoCAD first and Civil 3D first, and neither seems to make any difference.
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