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�-VOELKER ENGINEERING INC. HAGER RES�DENCE ���E <br />1211 Markel Street ioe 801 HOYT A4E. <br />Kirkland, Wcshinglon 98033 �Er � � ov <br />2 <br />(206) 827-0197 CV 5-6-93 <br />Faz 828-3019 ca�aurmer DAfE <br />REBAR GRADE 40 <br />CONCRElE — 2500 PSI (5 SACK I�IX) <br />ASSUI�ED 501L VALUES <br />qo s SOpcf ACTIVE PRESSURE <br />qs = 2000ps( ALLOW BEARING <br />i <br />GRANULAR FREE : <br />DRAINING BACKFILL'; <br />in <br />� <br />ui <br />,�4 VERTICAL � 16'o.c. <br />�4 0 16'o.c. X <br />2'-8� <br />—� � 2_C <br />N <br />—� i : j_ <br />� .-:'.' : : I '_ <br />�'4 HORIZONTAL � 10"o.c. <br />=',5,�;';. <br />-: j t`^, <br />i!;, =�u �(4 � 16"o.c. X � <br />':3.:. • � <br />�Y! N <br />:. 8• . <br />2' DIA WEEP HOLES <br />� � 48"o.c. <br />1 1, <br />CLR <br />CLR I � I, 4" <br />� 3�—�� <br />N �� <br />A. f�pp I�/2 of�''� P�R� PIP� �N rv�cF r�bri.v�'s, <br />5 ` c'� N�R��J <br />�3, r�LTE�� �/�4�klc c�N //U�O,��D ('r�C- L-'NI�, <br />�, C�� �n���c ���Ef srur`�P�17�N0, FN�, �4r-�fisr <br />�,41 �3�[ci�� SURFHCc O� CKISiI/��('�Rb�N L�I�C!_ <br />• <br />6 •y3 <br />ow�R�s 9/21/ � � <br />