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�������ii� .. <br />::::::::::�:► <br />.....�....�.. <br />..... .... ..► <br />.........•i... <br />ENGINEF.RING MEMORANLtJivi <br />UATE: January G4, 199U <br />T0: koaer Erickson <br />Ericicson Construction <br />F.O. Box 5651 <br />iynnwood. Washinqton <br />kE: Spec. House <br />Job # 69126 <br />Inc. <br />9�t090 <br />This summarizes our meetina today. <br />1. The rooting ror the soutn wall or the Raraae rnay Y,e 2'—U' <br />wide instead oi 3'—ti" since the soil on che outside wiil be <br />backriiled to within 2'-0" irom the top of the wall. The <br />wall rebar should be placed in the midule ot the wali pEr <br />tne oriqinal detaii. The existing iuotinq duweis can be <br />benr. to tie to the wall steel. <br />"l. ine iootinq Tor the east aaraqe wall may i�e 2'—U" wide <br />sinre the soil on the outside face will ne bacicfilled to <br />within n'-0" of the top of the wall. The wall rebar shuuld <br />be piaced per the oriainal drawinqs. <br />3. Equal backfillinq must L-e maintained on both sides uf <br />the wall durina construction. <br />Please respond ir `he above is contrary to your understandina. <br />����� <br />CHAkLES VUELKER, P.E. <br />��. <br />_. <br />:�5 B:��o�.., <br />� 1 � WASN�'' C 1 <br />���y�� �A� � � <br />�(n � $'� 7�7 <br />1� j <br />'°.�� RFmsscaEo��'"e�� <br />i e ~•..... ` V\'Z'� <br />'�; frlOHAlt�.. <br />Charles Voelker Engineering <br />13827 BMh Ave N.E. KlrWand, Wa 98034 (206) 823-8536 <br />