Chapter 3
Such rods shall be minimum 3/4" inch diameter galvanized steel spaced on maximum six (6) feet centers. Rods shall be continuous without lap welds, couplings or turnbuckles. H. Each tie-back rod shall be attached to a separate reaction anchor pile or concrete deadman. Such anchor pile or deadman shall be located behind the bulkhead a minimum distance of one and one-half (1.5) times the sheet ... ................
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