Ia going to suggest the following 'workaround' the sewer go-round that you describe.
as I understand it your system loops back onto its' self.
So, I suggest you define the run not as a loop, but as a branching Y.
Let the main run come up the road and take a right., then define another run that goes away and meets back in at a common up stream manhole.
When it comes time to draft the plan and profiles you are going to have two each structures and label's at these 'overlapping' manholes (structures). You will need to 'cycle' through these entries and delete the duplicate/overlapping station and structure labels and structures. This is a known issue with pipes and will want you to get your design as correct as possible such that you are not performing this part of the task too frequently. If however you are good with MAP, use drawing cleanup to remove the duplicate items (Note this function is somewhat more robust in latest versions).