I'm thinking that you would be better off just listing the grade AR500, and probably write two seperate WPS. One to the structural element and the other to it self. I'm just thinking about the preheat differences. Years ago, I did work for Haulpak, lining their dump beds with sheets of the stuff. The preheat ranges were around 400 F, but it was being welded to 100ksi steel in the beds.
I was just looking thru ASTM web site, and the correct listing would be ASTM AR500, or ASTM AR400, which ever hardness rating your using.