200 FOOT TOWER FOUNDATION LOGATION "Vv", SPECIFICATION FOR DRIVING STEEL RH PILING, SCOPE OF WORK: O01. This section covers the driving of all piling to form the foundation of the 200-foot tower as indicated on Drawings 3G—5651, 3G-5653, 36-5654, and 3G-5656, PILING: 02. The piling furnished for this project are steel bearing piles, 12" H @ 53#, 50 feet long. DRIVING EQUIPMENT : 03. The driving hammer furnished for this project is a singleacting Vulcan No, 1 hammer, having a rated striking energy of 15,000 foot pounds at the normal stroke of 3 feet. This hammer requires 565 cubic feet per minute of free air at 80 pounds per square inch for its operation, Any other equipment capable of driving the piling may be used. O4. The driving leads furnished are 65 feet in length and mst be firmly supported in such a manner as to guide the ham mer in a straight line fromthe highest point to the low est point which it mst travel. FIGURE 5,96, Pile Driving Specifications (Dames & Moore), 585