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HIGH-MAST POLE FOUNDATION <br /> THE HIGH MAST POLE FOUNDATIONS ARE SUPPORTED ON 36" <br /> DRILLED SHAFTS. THE POLE REACTIONS ARE PROVIDED BY THE <br /> LIGHT POLE MANUFACTURER AND ARE LISTED AS MAXIMUM BASE <br /> REACTIONS FOR THE FOUNDATIONS ON THE DRAWINGS. THE <br /> PROJECT GEOTECHNICAL ENGINEER PROVIDED LPILE PARAMETERS <br /> FOR EACH LIGHT POLE DUE TO THE VARIED SOIL CONDITIONS <br /> ACROSS THE SITE. ONE LPILE MODEL IS SHOWN BELOW TO SHOW <br /> THE DESIGN CONCEPT. PILE LENGTHS HAVE BEEN SELECTED TO <br /> PREVENT MOVEMENT AT THE TIP OF THE SHAFT UNDER LOADING. <br /> SHEAR AND FLEXURAL CAPACITIES FOR THE SHAFT ARE CHECKED <br /> AGAINST MAXIMUM DEMANDS DETERMINED IN LPILE. <br /> V HIGH MAST POLE, SEE <br /> S1.1 FOR MAX <br /> N REACTIONS <br /> nn <br /> 8'X5' CONC VEHICLE BARRIER <br /> 4'-011 III 11 <br /> Lj; <br /> 0000 o°o 0000000/�\� <br /> On> o0000 �/ 1 <br /> ° I I I I 000 \/1 <br /> ° - i o <br /> 36" DIA DRILLED SHAFT <br /> 14 <br />