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OLDT ON NO. 3 9 3 6 r _ <br /> y {71 ;i:;: "/_{'z" 1#moi'-'±��` n a ?.y.3r-� sx",d,-',,, v4 a� °Ol ;t 'a ....�r..ka•J:Lr�.'l��•+Cs�y:..... <br /> ♦♦. „�, .-araY`'1��� A ".r"r �C .".x q.�...57 5. ♦ w ;. " �s �``-.a N'i - y--. ;l r. i. -" ti :� f <br /> 1. � ..1•.tlli _ 'X 4"t 11 �1.1.- [ a�'L 2n +�, J.�p� .A, •6/. 4. <br /> • .IF�RiJ1Q'S l !' ��,,,`�, 44. 1:-.,:,„•.-, <br /> .`l.�I. ria �� �1 1 <br /> gn bto apptkstlo�os aje- am - y 11._ '�i1: ri:i .4 # -..,} .�, 2,r-.„...,-..%:-..-74.,� tX ' �' .#�...E <br /> ' .'. •.•1X ?p.1 j;c_Yi i�'.'4, ... E�cc1 'c. i t 1 '�... ; :t• :-N.' ,d,•o r 7.' t__.'j:.>•, <br /> •l.. '-'7`..-. ;yam i#-h.F •"t_.^^.. „,- 'c,„,-`.�, ii �"'-,,p i:e•u ay ^ t f-- �'i 'r1 .7 '"A''' j�j,.yt,fl"t <br /> `r -m.,..-114,-.^"7:;`-', M• . 2;•a:w.�a.w µn `M' ?`r �s� lo- ..+..°A'r.✓.'`'` t'.''",r 6 7Y vz Aa <br /> L'. Y `1+- lVY •R h.._ 0....t•! .w( <br /> 01995 KEYSTONE*Retaining Wall Systems • 4444 West 78th Sc. • Minneapolis,MN 55435 • (612)897.1040 • (800)747-8971 • Fu(612)897-3858 <br /> T--------G* <br /> v.. . �� '3 9 3 <br /> 1*I1 i1 <br /> -t- _, Sly .. _ Slope <br /> NOTotal . Retained Soil Type Total Retained Soil Type <br /> Height Height • <br /> • <br /> C...,!,-.5 L . . ,. 0.,. <br /> ..::,.„.6..,„..,:„ ..,...,,,,,,y,. <br /> NEAR VERTICAL WALL ONE INCH SETBACK WALL 'y'. <br /> (Minimum setback per unit) (1"setback per unit) �: 4 <br /> ‘,.4 T-.)s <br /> STANDARD UNITS STANDARD UNITS <br /> MAX.HGT. Backslaps MAX.HOT. . Backslap. .„n <br /> Soil Type Level 4H:1V 3H:1V 2H:1V Soil Type Leval 4H:1V 3H:1V 2H:1V <br /> Sand/Gravel 4.9' 4.8' 4.7' 4.3' Sand/Gravel 6.5' 6.3' 6.1' 5.7" <br /> Silty Sand 4.5' 4.4' 42 3.8' Silty Sand 5.8' 5.8' 5.4' 4.8' <br /> .Slit/Lean Clay 42 4.0' 3.8' 3.3' SIWLean Clay 52 - 5.0' 4.8' 4.0' <br /> COMPAC UNITS COMPAC UNITS <br /> • <br /> 41 ••HGT. •• Backslap. MAX.HGT. Becksiope <br /> Soil Type Level 4H:1V 3H:1V 2H:1V Soil Type Level 4H:1V 3H:1V 2H:1V <br /> ' Sancitt3ravel 2.7' 2.6' 2.5' 24' Send/Gravel 3.6' 3.5 3.4' 32 <br /> Silty Sand 2.5' 2.4' 2.3' 2.1' Silty Sand 32 3.1' 3.0' 2.T <br /> Silt/Leen Clay 2.3 22 _ 2.1' 1.8' Silt/Lean Clay 2.9' 2.8' 2.7' 22 <br /> Notes: Calculations assume a unit weight of 120 lha/cf for all soil types.Assumed$ angles for earth pressure calculations <br /> are:Sand/Oravela34'.Silty Sand•30',and Sandy Slit/Lean Clay.26'.Non critical structures with SF.1.5. <br /> No surcharge loadngs are included.Surcharges or special loading conditions wall reduce mardmtan wall heights. <br /> Sliding calculations assume a 6'flushed Stone levelling pad as compacted foundation material. <br /> The Information provided is for preliminary design tree only.A qualified professional should be consulted.Keystone <br /> accepts no liability for the Improper use of these tables. <br /> 3/13/95 <br /> Page 6-b of 6 <br />