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��Hp� <br />Q M <br />��� <br />��� <br />N <br />xp <br />OH� <br />��g <br />C�iY (� <br />� ~ � <br />H <br />H <br />CA <br />n�w <br />� O � <br />� <br />� "-a <br />WILLIF�hi S. ARNETT, P.E. <br />CONSULTING ENGWE[R <br />2331 West Vimvmont Way West <br />Scaule, Washin9ton 98199 <br />Telephnne: 12061 ZII2-6390 <br />October 8, 1987 <br />Mr. David Bigelow <br />Bigelow Con�truction Co. <br />5126 Narback Av. <br />Everett, S+lA 98203 <br />Dear . Bigelow:�. <br />in accordance with your request we have reviewed the use of <br />1-#4 concrtete reinforcing steel in lieu of 1-#6, dowel from <br />the piling into the cap, and find that the substitution is <br />adequate for its purpose. <br />If you have any questions or need additional assistance <br />please call us at 282-6390. <br />Sincerely, <br />.����%� �L�/�'� . <br />LVilliam S. Arnett <br />�� <br />. i"`'.?'i��' <br />F c,�(.M1,i.. .,*` <br />� '�•iei'.�''f `�� �. <br />1. ��; v <br />_ __ —._�j �. <br />— _ '..�i 1�� �•• �'..� <br />�� __ <br />