The plan is to epoxy rebar in the bund wall horizontally to make a cold joint between the bund and pole base which will be 2' x 2' x 4' to 6' tall the top of the pole base will be even with the top of the bund wall. And will also be about 1.5' under ground on a 5/8 minus bed. Which is equal to WSDOT standard plans an the pole is going to have anchor bolt the are 5/8 x 2.5' L bolts with a rebar cage. The pole itself is only 15' aluminum with 2 LED heads to assist with fuelling early morning. The planned base is rated for a 50' pole with a 10' mast arm.
The problem is is the wall is a 20+ year old wall and in this case nobody even knows who the engineer would have been. Where I work is an interesting location as it has sections that are from the early 90's that haven't been renovated. this location being one of them. any suggestions?
I think I would not be going anywhere near that wall. What happens if after you installed the pole it blew over and took part of the wall with it?
Because the pole needs to be close to the fuel depot but the underground pipping and such is so old there are no redlines. but I think I have the right way to handle this now an who would be my next contact. I looked into it an found some old WSDOT standards for a spread footer light pole that eliminates the need to go so deep. Krusscher I appreciate your input and everyone else who advised me on my path.