Either I'm misunderstanding your terminology, or you're talking about a completely different approach than what I was envisioning from the earlier discussion. I thought we were discussing a mechanically stabilized earth wall, where the reinforced "backfill dirt" is the wall. The type of facing that is attached to the reinforcement (geogrids or metal strip reinforcements) was the issue for discussion, right?
If that is the case, an integrated system where the facing of the MSE wall is extended up the 3 feet above grade should be easy to accommodate, as long as the reinforced soil height isn't tiny (less than 3' of reinforced height could make the stresses on the top layer of reinforcement very high if any load is applied to the top of the facing 3' above grade).