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STRUCTURAL DESIGN ASSOCIF ?S <br />- L ynnwood, Washington <br />[-I <br />MHEW1 <br />!UL 1 "' i980 <br />RETAINING WALL TYPE III Co. <br />11 <br />300 nsf surcharge <br />Highway traffic <br />NOTES: <br />A-HAtts f'c = 2,000 psi <br />f = 20,000 psi <br />T-BARS Ssace control joints 1 25'-0" <br />Joint depth 1/4 of wall thicmess <br />Cut half of T-bars at joint <br />Half of VR-tars ray to cut in `h <br />tl Soil bearire 2,000 =sf <br />Bac::fiii w'_th porous matcria'_ <br />-?T1LE 010'-0 <br />24 DIA. LAP <br />I YZ" DEEP KEY <br />- 4- <br />d _ I <br />R-SARS 11 <br />N L_-4 #44C12 WHF- ELLGGF� <br />t- 1� OMfT LUGS HE26 J) 10 <br />1 <br />-0 <br />CL b <br />h <br />a <br />b <br />V-Bars <br />H-Bars <br />0-2 <br />8 <br />-- <br />#4*15 <br />#3@12 <br />2-4 <br />8 <br />2'-10 <br />#416 <br />#3@12 <br />4-6 <br />8 <br />4'-l0 <br />#5r10 <br />#3C-12 <br />6-8 <br />12 <br />6'-0 <br />#5c.8 <br />#4c-12 <br />8-l0 <br />14 <br />71-4 <br />#6C8 <br />#4C12 <br />10-12 <br />16 <br />8'-8 <br />#&S6 <br />#512 <br />12-14 <br />18 <br />10'-0 <br />#7@6 <br />#5C-12 <br />14-16 <br />20 <br />11'-4 <br />#7@5 <br />#5912 <br />7440, <br />Ivv # . �I <br />