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TEL:Jun IS’97 16:43 Ho.003 P.03 <br />imeecHKfiT •n- *>:•?•. .^4 A_,J®£S;_ <br />' ____ <br />T»- •. ■- .• .v» ~, •• ••• ' •* - ’_i^» Ty»^ <br />%>>»; •%«, -r ' <br />I • TTv, <br />t'^'i--'.:v <br />. * V J* .»' ^ <br />.!w?^''7*’^ v**-r <br />B <br />it> <br />0199$ KEYSTONE* Rctainmi Vill Sirsieau • 4444 Veti 78ih St. • MlnaeapolU, MN $543$ * (612)897-1040 • (100)747-8971 • Pm(6 12)897-3858 <br />Total <br />Height <br />>(^5TB:5T <br />Retained Soil Type <br />•y.v/.V ’-.V'S <br />NEAR VERTICAL WALL <br />(Minimum setback per unit) <br />STANDARD UNITS <br />MAX. HGT. <br />Soil Type <br />Sand/Gravel <br />Silty Sand <br />Silt/Laan Clay <br />Backaiope <br />Level <br />4.5 ’ <br />4.2 ‘ <br />4H-.1V <br />4.8’ <br />4.4’ <br />4.0 <br />3M:1V <br />4.T <br />3.8' <br />2H;1V <br />4.3’ <br />3.ff <br />3.3* <br />COMPAQ UNITS <br />MAX. HGT. <br />Soil Type <br />Sand/Qravei <br />Silty Sand <br />Silt/Lean Clay <br />Bactcsiope <br />Level <br />2.r <br />2.5 ’ <br />4H:1V <br />2.8' <br />2.4' <br />2.2' <br />3H:1V <br />2.5* <br />2.3' <br />2.V <br />2H;1V <br />2.4* <br />2.r <br />1.8* <br />Total <br />Height <br />> f WSt <br />^ Slope <br /># <br />■M Retained Soil Type <br />M <br />.■yfof-y-s'-. <br />ONE INCH SETBACK WALL <br />(1 'setback per unit) <br />STANDARD UNITS <br />MAX. HOT. <br />Soil Type <br />Sand/Gravel <br />Silty Sand <br />SlttA.ean Clay <br />Backaiope <br />Level <br />6.5* <br />5.8* <br />6.2* <br />4H:1V <br />8.3- <br />3H:1V <br />e.v <br />5.4' <br />2H:1V <br />s.r <br />4.8’ <br />4.0* <br />COMPAC UNITS <br />MAX. HGT. <br />Son Type <br />Sand/Qravel <br />Silty Send <br />SiltA.aan Clay <br />Backaiope <br />Level <br />3.6' <br />3.? <br />2.V <br />4H:1V <br />3.V <br />2.8* <br />3H:1V <br />3.4' <br />2.7 <br />2H:1V <br />3.2- <br />2.7 <br />2.2' <br />NOteo: Calculatlona assuma a unit weight ol 120 Iba/cf for aR aoll types. Aaaumad 4 angiea tor aanh prasaura calculatlona <br />ara; Sand/QravalOA*. SlUy SandaSO*, arvf Sartdy SOVLaan Clay>26*. No.', ciitlcal atructuras with 5R>t.S. <br />No surcharge loadings are indudad. Surchargas or special loadtog oonditloru wA raduca maxhnum wall helghta. <br />Sliding calcutations aaeume • 6* crushed alone lesreHIng ped as compacted loundatlon matsflal. <br />The Information provided Is tor preHmkMry design use or^. A quallfled pcoleeeional should be ooneuhed. KayStone <br />accepts r>o labiWy tor the Improper use of these tables. <br />3/13.-05 <br />D <br />‘S? <br /># <br />\ n