Making an alignment change while using station equations that is tied to a pipe run.
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The structure of my drawings are set up with seperate drawings as follows:
- Master Alignment to be referenced throughout
- Pressure Pipe Network using pipe runs to be referenced
- Plan and Profile drawing, referencing both.
The master alignment goes from 0+00 to 360+00, and we are making a change at station 146+07, shortening the alignment by 13.413 feet: trying to use opposing station equations so everything upstream and downstream remains unchanged.
So far even with the station equations on both the master alignment and the piperun alignment before making the design changes, the alignments themselves seem to react correctly and hold the data where we want it, but when I move the pipes and take out that length, everything moves 13.413 feet: the amount that I'm taking out.
I am going to try everything I've tried so far at once with the alignments but this time also break the pipe runs at the point at which the stations change on the alignment.