The UBC has (or at least had ~10 yrs. ago) a great section on calculating light pole foundations. It took into account soil types, luminaire/pole effective projected area (EPA), local wind gust (geography based), exposure conditions at the very least. I loved it. I had a spreadsheet and just pluged and chugged. I have since moved to NY and am under an IBC based code. I struggled to find something similar with no luck, asked a civil engineer for guidence and was thrown multiple buzz words like scooping factor, shearing of the in-situ soil, etc. I wish I still had my UBC Codebook and spreadsheet!
Sorry I'm no help.