for the embedded end 115 and adjacent the foundation exterior for the post tensioning end 117 see fig3 the windings are preferably spaced apart approximately six inches thus the notches 121 of the guide 41 63 shown in fig6 are similarly spaced the structure and operation of the continuous strand reinforcing hoops 39 and 139 are the same as previously described for strand hoops 105 and 107 in the fig1 embodiment the p amp h spread foundation shown in fig4 and 5 is designated by reference numeral 50 foundation 50 includes tower anchor bolts 51 extending from the embedment ring 55 near the bottom of the foundation through the grout trough 56 and above foundation 50 the tower anchor bolts 51 may number 100 or more with a 1 u00bd u2033 diameter and are radially paired in a cylindrical configuration which may have an average diameter of 14 ft the tower anchor bolts 51 are centered within a concrete filled annulus foundation pedestal 62 bounded by the pedestal outer corrugated metal pipe 53 extending the length depth of the foundation pedestal 62 which may be 10 ft and is filled with concrete the foundation pedestal 62 may also include an inner corrugated metal pipe 52 the foundation pedestal 62 may be embedded 5 ft into the foundation base spread element 61 which may be 60 ft in diameter and bounded by the base perimeter corrugated metal pipe 54 the p amp h spread foundation 50 may have horizontal lateral steel near the top and.