AutoCAD Civil 3D :: Reset Alignment (x Backward From Start Station)
Aug 31, 2012
I am working on road improvements, the City my client want to extend the improvement longer form the original scope of work. I am already completed the alignment and road profile centerline and the production plan is 100% completed.
What I need to do is to change and extend the alignment 750 feet backward from the original station (10+00). If I could explain correctly, I want to start the station @ 7+50 (backward from 10+00) and no changes on forward stationing.
What is the best way without doing re-creating alignment.
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Feb 22, 2012
I can't seem to get my profile start and end station labels to appear even after I checked "Label start station" and "label end station" in the profile view properties.
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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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Nov 21, 2012
When an alignment needs to have stationing modified, what is the best process for this when a proposed grade line and corridor have been established? I know the proposed grade line can be edited via edit profile geometry>profile grid view.
But what from I have found each station has to be modified individually, which is cumbersome. I would hope to be able to modify the proposed grade line by changing only the beginning station and the rest would update, similar to the alignment.
C3D 2011, (latest updates)
Win 7 Pro, 64-bit
16 GB RAM
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Jan 15, 2013
Like entering a station and going there?I've used the 'SO with Zoom C. That is not simple.12+ miles of a single road alignment with 3 equation stations makes for a LOT of panning.
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Jan 13, 2013
After editing an alignment in my drawing the stationing did not update to the new edited alignment. I tried selecting the alignment and in alignment properties changing the end stationing, but I get the error "Either outside alignment limits or within gap created by a station equation". The stationing stops at my first edit point 66+24 when the total length of edited alignment is 103+15. Is there a way to re-station alignment.
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Sep 24, 2012
is it possible to get the start and end station of each projected objects?
see picture. what i am doing is based on the different colour. they are geotechnical requirement for the minimul fill depth. so i am thinking about making a program to put in a profile for me and then put horizontal curves. so don't need to do anything by hand. good starting point at least. save a lot of time and not really hard to code either.
Civil 3D 2012
Work: Xeon W3503, 12GB, Quadro 2000, Dell P2211H x 2
Home: 3930k, 12GB, GTX 590, U3011, QX2710
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Apr 24, 2013
i need to put points on an alignment at each station. i've figured that part out. what i want is the station label to be the point description. i don't see a way to do this without editing each point which is way too time consuming.
Dell Studio XPS 9100
Intel Core i7 CPU 930 @ 2.8GHz
12GB Ram
64 bit
C3D 2012 SP3.0
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Jun 22, 2012
Is it possible to add a prefix to an alignment station label (ex. A 100+00.00 or B 100+00.00) in Civil 3D 2010 or later?
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May 19, 2012
I am trying for last hour but cannot make this work. I have attached screen shot of a dynamic label with some text. The problem is as you add degree symbols and inch (") symbols and paratheses to the text, the leader starts to intersect the station value. I want to move the leader a little below the sta. value so the station vallue is readable. When I move the leader the text moves with it. I tried everything in edit label text option but cannot seem to fix it.
[URL]
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Feb 1, 2012
I am trying to export an Alignment PI Station Report. I've set all the settings I can find to round coordinates to 4 decimal places, Distance to 2 decimal places, and Direction to the nearest second (DMS). When I execute the PI Station Report, the Distance is 3 decimal places and the Direction is to the nearest 100th of a second. how to get these to the correct decimal place? I managed to change them to the correct decimal place for a Station & Curve Report, but not for the PI Station Report. Also, for the Northing/Easting coordinates, I want to remove the commas (for example, a Northing of 3,058,715.3774' should read 3058715.3774').
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May 23, 2012
if it's possible to define the stationing of the alignment from the end of the alignment till the start.
I have a special situation where the end station is fixed in one point (ex. km 3+125,00) and till there I can change the alignment.
I want to be all the time the end in one station value.
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Aug 23, 2012
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.
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Oct 7, 2013
I would like to set up an alignment station offset label that when in the dragged state, offsets the arrowhead from the actual insertion point on the alignment in any direction and distance I specify. I am preparing some plans for a water line. I am working at a 1"=200' scale so all of the blocks representing fittings are scaled up so they are legible.
In some instances, the fittings are right next to each other. If I place an alignment station offset label at the actual station and drag it away from the alignment, the arrowhead is pointing to the station but not the fitting. Is there a way to offset the arrowhead of a C3D label in dragged state other than in the direction of the leader?
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Apr 11, 2013
Looking for a way to label two station on one alignment in a construction note.
Civil 3D 2013 (SP1)
Dell T3500
Win 7 Pro X64
Intel Xeon 3.2 GHz
24 GB ram
NVIDIA Quadro 4000
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Mar 19, 2012
I have a 2 mile alignment of a railroad loop track and I am looking to generate a report that include both information at 50' increments and the curve data, i.e. PI, PT, so I can generate a staking report for the surveyors. I noticed that there are pre-canned reports that handle one or the other but not both.
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Jun 4, 2007
where to change the default beginning station from 0+00 to 1+00 in my civil 3d profile template (dwt), so that the beginning station is always 1+00, unless the user changes it.
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Apr 9, 2012
I am trying to find a way to offset points along an alignment showing station, offset and description. This is for a plan and profile sheet see attached example clouded in red.
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Apr 27, 2013
Is there anyway to display Alignment Station Offset Label at Profile View because sometimes i want to display where is the phisical noze location in profile view also my attached file display what i have in my label and how display my label in profile view.
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Mar 8, 2012
How and where can I adjust the station precision of the view frame start and end station. I am choosing snap to nearest foot station but I am getting 1+00.00. I would like 1+00 in the label. I am setting to start end to the layout name and mapping that to the current drawing field in SSM and do not have precision control there either.
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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Dec 2, 2013
I need to produce a better standard table for our company, but need to know how it would be possible to display only either the START STAKE VALUE/ STATION or END STAKE VALUE/STATION in the appropriate column. If I can achieve this i would not need to details for straight segments as indicated in the details column.
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Jun 1, 2010
I have been provided with Surveyed Utility Locates along an Existing Roadway. These are provided to show conflicts between the New Storm Sewer System and Existing Utilities such as Water, Sewer, Gas, Elec, etc. The survey however is incomplete as it was prepared a few years ago and the Storm Sewer has just been designed. Yes, I can create points and provide them to the County Surveying department. However, before this is done, I must provide an easily-understood format of the new survey locations to the County Project Management.
To provide a Point Table which references the Surveyed Points' location in reference to the roadway stationing (Alignment). I have attached what the point table is to look like.
I am unable to find the desired data reference in the currently provided data field selection. Am I just missing it or is this a "Wish List" item?
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Mar 26, 2013
I am labeling station and offsets from my alignment for curb returns and such and for some reason if the offset point is directly perpendicular from an alignment PC or PT the label can't find the alignment information. It's like there is a blind spot.
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Mar 19, 2013
I am trying to edit labels for a particular alignment. All labels are along the same alignment and use the same alignment style. I need to change "defl." in each of those labels to "defl:". So simply changing the period to a colon. But it is a lot of work to go through each label and then in edit label text and then change it. Plus, I have to do this on 12 sheets. That's like 300 labels! Is there a quick way to achieve this. If it were simple mtext or dtext then I could use the find and replace option, but these are civil 3d alignment station offset labels? Is there a lisp that can accomplish this task? I am using Civil 3D 2010.
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Feb 27, 2013
We are trying to label the intersection points on an alignment with the following info:
Sta:
Delta Angle
LAT
LONG
We can make it work with a Northing and Easting, but there is no option for a LAT LONG under the tangent intersection labels. I tried to make an expression that would format a Northing as a LAT but it just gave me jibberish.
I was able to do it but adding a point at each PI and making a point reference text, but you then have to select a different point for each label.... which works but it is still a multi step process.
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Sep 19, 2011
Is it possible to modify a label set to a new starting station, e.g., instead of the alignment starting at 0, change it to start at 100?
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Oct 5, 2012
This is using Civil 3D 2012 Service Pack 2.1
When a Station Equation is added to an alignment it causes all of the profile views to get messed up. In addition once the EG profile changes the entire FG profile may also need to be changed. See this video I uploaded to Youtube that fully explains and shows the problem: [URL] ........
So, any way to some how lock the profile views start and end stations? Or to some how lock the PVI locations on a a proposed profile to certain stations?
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Mar 13, 2012
I have a feature line, and a labels table created for it. The table has the following columns: Line or Curve #, Station, Segment Start X, Segment Start Y, Segment Start X, Bearing/Delta, Length, Radius, Grade Ahead.
what code I need for the table to display the station of the feature line at the start of the segment?
I also have an alignment with the same stationing over top of the feature line, but Im not sure how to code a reference text into the table either. I can create an end segment reference text for the plan view labels but even if I copy that code into the labels table it doesn't work.
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Aug 21, 2012
I have a roadway alignment and it is ending on 4+50.86, we simply want the alignment end to read on 4+51. is it possible to make this happen?
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Oct 29, 2012
how do you change their layer? i have been through the settings tab under "alignment", "station offset". i also right clicked on one and went through the properties.
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Aug 3, 2013
Angle-distance method to stake out the horizontal alignment by total station,Assuming that the total station with reflector is the tool that it is intended to lay out the circular curve after being designed then the only way to do so is to construct a table that contains angle-distance values.
I’m wondering if the C3D can provide this table (attached)
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