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In our professional opir,ion, the si te ls <br />sultable for development as proposed. The <br />bul t ding construction sho uld be co nd uc ted in <br />rhe provisions of the Uniforn Buildlng <br />including ChaPters 23 and 70, as adopted by <br />agency. <br />Job N0.4871 <br />The f o11ovi ng <br />developoent of <br />conditions <br />this proJect. <br />OPINIONS <br />rere found <br />Page 3 <br />affectlng the <br />Beotechnlcallyearthrrork and <br />accordance wlth <br />Code (U. B. C. ) 'the controlllRg <br />based on footings <br />teeted coopacted <br />CONCLUSIONS AND <br />General <br />The above bearlng <br />placed iDEo approved <br />f111. <br />Differential <br />toEal setElement. <br />se ! ll eneDt v111 <br />applied. <br />settlement 1s expected to be L/2 of the <br />1E 1s anticipaEed Lhal the maJority of <br />occur durlng constructlon as loads are <br />L <br />Foundatioa Desicn <br />A. Soil Bearinq <br />The sol1s on this project, vhen properly coopacted, are <br />considered suitable for the support of the proposed <br />strucLure using shal lou contlnuous cr pad foorings. <br />Footlags Eay be desi'gned for an a11ovab1e besring value <br />of fg25 pounds Per square foot for footings placed to a <br />Elniouo vidth of 12 inches and a ninlmuE deprh of 18 loches <br />belov the 1o!rest adjacent finished grade. Thls value nay be <br />increased by 300 pounds per square foot for eac h addlEional <br />foot in nldth to a maxircum value ot 2825 pounds Per square <br />foot, An increase of l/'3 of the above bearlng value is <br />permi ss 1b1e for shorE durat ion loading. <br />values <br />natural <br />have <br />ground <br />been <br />or <br />L <br />B. SetLlement <br />Calculat.ions of setElement have been nade baeed on <br />resul ! s of c onsol id a t ion tests, the anticipated load in g and <br />settlement characteristies of the in sltu soi1s. These <br />calculations indlcate that footings under snticipaLed <br />loading cond i Lions vl ll Bet,tle aPProximately 3/4 l uch. <br />L <br />L <br />I