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Job N0.4871 <br />1. The natursl <br />shal1 be scarlfled <br />below the existing <br />1s deeper. <br />6. The soils bel or., the bottom <br />coEpacEed Lo at least 92 Percenf, <br />deteroirred in accordance yi th A. S.T.M <br />Page 8 <br />soils f 111 outside of the bui l d1ng area <br />and compacted to a deprh of 12 inches <br />surface or finished subgrade, vhichever <br />2, The so11 i.n ghe bullding area sha1l be reooved to a <br />depth of 24 lnehes belov rough pad grade or exl st 1n I Eround <br />s uifa ce uhlchever 1s deeper, the exposed surface scarified <br />and compacted to a depth of 12 inches. Removals should be <br />performed to a ninimum of 5 feet outside the bullding 1lml t s <br />or as property 11ne c o tr s i- d e r a t i o n s dictate. <br />3. Natlve soil 1n footing area shall' be renoved and <br />recompacLed to a depth of aL least 3 feet below the boLLoE <br />of tire footlngs. The reo,oval sha1l exEend to at least 5 feet <br />beyo nd either footing edge ' <br />4. Soil ut11lzed for fi111ng shal1 cons i st of approved <br />on-site na Ler ia 1s or imported so11' <br />5. A11 iBported so11 sha1l be approved by the Soils <br />Engj-neer for both expansi.ve and s!rengEh qualities Prior to <br />inportation on to the projec E site. Final ac cep tanc e of any <br />iropo:'t sr:i1s will be based on the soil ac!ua11y delivered to <br />the siEe. <br />7. Except for subgrade <br />coEpacted Lo at leasE 90 <br />deteroined in acc or da nc e vlth <br />of <br />to <br />Si te Deslgtr <br />of Lire footlng sha11 <br />of na>;imum densil-y <br />Test MeLhod lJ-1557. <br />for paving, a1l fill sha11 <br />perceot of rBaxj-auE densily <br />A.S.T.M. Test Method D-i557. <br />be <br />as <br />be <br />as <br />o <br />the <br />the <br />All Bradlng plans should be <br />project soils englneer for <br />s Eart of construction. <br />forvarded <br />reviev and <br />to the offlce <br />comnent prior <br />This project <br />grades adequate <br />consLrucLlon. <br />be designed and <br />ensure proper <br />constructed at <br />drainage af t.er <br />L <br />8. Areas Eo receive Pavement sha1l be comPacted to a <br />mlnlmum depth of 6 inches belon flnished subgrade. Final <br />eubgrade coEpactlon should be perforned Just prlor Eo <br />placlng aggregaie base after conPaction of 811 utillty <br />Lrench ba ckf 111.IL- <br />should <br />to <br />L