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crete shall be as yiven in the ACI "Standard <br />, the <br />4. Concrete shall be placed against undifturbud soil to the depth indicated on the foundation drawing. The portion <br />above grade shall be formed. If an area is excavated beyond the limits shown, this volume shall he filled with con <br />crete or formed. After the forms are removed the excess excavation shall be replaced and compacted. <br />5. The tops of piers at the same elevation shall be level with each other within I inch. Trowel tops of piers smooth for <br />direct steel bearing. <br />6. Anchor bulls shall be provided by hlicruRect Co. , Inc. They shall conform to ASTM A572 requirements or equivalent. <br />7. The piers are designed to resist 206 kips of uplift on a single pier Tho max. calculated uplift per pier is p;_) <br />kips Factor of safety is 2(?hkips / i; kips =2T° as per EIA ' .nmJurd RS 222C The following conditions are <br />assumed in the footing design. <br />A. In uplift it is assumed that the base of the pier engages the frustrum of an inverted cone of earth whose sides <br />form an angle of %Oo with the vertical. <br />13. The soil is considered to weigh 700 pcf with a "Normal Soil" bearing capacity to 4, 000 psf. <br />C. Concrete is assumed to weigh 150 Pcf <br />S. DRY PACKING PROCEDURES: <br />Mix 2 ports sand, one port cement, <br />and add just enough water to allow <br />molding o shape by hand. Restrict <br />the water content to a minimum <br />/This minimises the possibility of <br />shrinkage when the mortar, dry - <br />mixed for maximum density and <br />strength, is packed in place.) The <br />pocking shall be done by hand, ram- <br />ming with bars or calking tools, or <br />a combination thereof. <br />I o95CO."'on p <br />1 LA n <br />0 <br />•r <br />f <br />0 1) <br />0 <br />O. <br />77 <br />(DU <br />QCio <br />v' <br />I , <br />20=/O� BEswe[NANcthaaBhe.TCt:rrrEr°s=�� � <br />I <br />G/"�i� �ENTEFt�OtEst To �NSERCD'P,IrrR=� <br />FoUNDA. T/AN PLAN <br />b <br />^"N✓ti isEPLf7E <br />LEV_ cwri Nu7_ <br />I " `T L ��- DRYF�99CKf7FTERTOvvER <br />✓F/,IN/=�[�r7E /S ERE_C_iE0 SEENOTt d _ <br />,Difiq/NPLATE'IN`7AL[A� _ <br />E l ✓E'L 76WER,4Fr rRHFEW_ <br />!• /5 HRE IN PL 9ce <br />F. <br />