What is your modern standard for setting GNSS control?
My company has gotten into a big fuss lately about the modern practices for setting GNSS control points. For the past ten years, we've been setting control by shotting a round of 60-second epochs and flipping the GNSS head 180deg and shooting another 60-second epochs. But lately there's been arguments that that is unnecessary and we should be doing less thanks to modern GNSS.
My company uses Trimble R12i for rovers and an R10 whenever we use base stations (which is rare).
What is your standard?
EDIT: I should've clarified this is just for basic topographic projects and tying monuments for them.