Originally Posted by
Clop_Clop
I'd say use one minima, either 2.8 or 3.8 if vis is more then 3k, if vis is below 3k you need D2.8... Only thing i can think of why use the 3.8 is some better than standard missed approach climb gradients needed below 780', but that is usually depicted on the chart when that's the case...
The first step down fix is there because there is a substantial hill just to the left of track rising to the height, the second because there is two high rise buildings under the final course. These step down fixes are coded in the FMS as at or above constraints.
The two step down fixes in this case are required because of the obstacles on final, the only other reason for step down fixes is when the final segment is very long an extra vertical splay needs to be applied, using a step down fix in those cases resets the final segment distance.