I am having this issue with my slope tie ins. I am using the FDOT end conditions. Cut & Fill to R/W on the right and Cut & Fill on the left. I first added the Cut & Fill to R/W end condition on the right and it is working as it is supposed to. As soon as I added the Cut & Fill end condition on the left the 1:4 slope tie in, projected to active surface (which comes after the 1:6 slope, until the clear zone) is jumping to the left as shown in the picture. I thought it could be resolved by giving the same priority for both tie in components on either side and it did not work. Then I tired increasing the priority of tie ins on the left side and it still did not work. I am not really sure what the exact problem is. Could anyone please help me with this.
Thank you for you time in advance.
Check your point name overrides.
That looks a bit typical query and difficult as well. It definitely requires sometimes to understand. Let us all try to solve it on our own then so there could be any conclusive debate goes on.
Project Manager (Web Design & Development) - Web Services Company In USA
You need to make sure you are applying affixes when adding components and points to the left and right side of your template. For examples, I am guess each of those tie down points is just called "FILL" or something like that. You need to have a "LT_FILL" and a "RT_FILL" to ensure you points do not try to connect to each other.
Your point names and features, as well as component names and features are all very important and you need to remain consistent when building your templates
Zachary Billings, P.E.
Senior Roadway Engineer (Licensed in FL and MI)
CONSOR Engineers, LLC
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Power GEOPAK V8i Select Series 10 Version 08.11.09.918 | FDOT SS10 Version 01.04.01
ORD Version 10.09.00.91 | FDOT Connect Version 10.09.00.00
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