Laserfiche WebLink
Sheet S0.1, Piles: Revise note to read as follows; <br /> STEEL PILES SHALL BE DRIVEN TO THE TIP ELEVATION SHOWN IN THE DRAWINGS BY <br /> IMPACT HAMMER OR VIBRATORY HAMMER. All PILES SHALL BE PROOF TESTED TO AN <br /> ULTIMATE CAPACITY OF 48 TONS. CONTRACTOR SHALL PROVIDE A WAVE EQUATION <br /> ANLYSIS FOR PILE DRIVING (WEAP) FOR. SELECTION OF THE PILE-DRIVING HAMMER. <br /> WEAP ANALYSIS SHALL BE SUBMITTED FOR REVIEW. SEE GEOTECHNICAL REPORT FOR <br /> ADDITIONAL INFORMATION. <br /> Sheet 51.0 Detail 2: Clarification of Note <br /> Detail 2/S1.0 Indicates a Na Load Zone line in the drawing.This line is the no load region <br /> for loads applied by the bonded portion of the tieback anchor to the soil mass, not vertical <br /> construction loads. <br /> All other requirements of the contract documents remain in effect <br /> Reid Middleton <br /> ,1 fr-r <br /> ) <br /> -oo1"4 <br /> • ite4. <br /> 40. 0.;it <br /> 411f,tt_,k, l‘Ak ° rt$ <br /> AL - mks.. $ <br /> (OP w <br /> r <br /> 4311:a <br /> Corbin Hammer, PE, SE <br /> I <br /> I <br /> Page 2 <br />