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f�f�F= JO{-i��I�C>>f'�I c: ��S�OCir;�fl•��:�.a:�:�=' c-�.���:.� .:�� r��,1 _..� <br />Eneir,ccrs o Plmmcrs s Sumcyors 1712 PACIFIC A\'E�Uf <br />' EVER[TT, \\�ASHIhGTON 9S201 <br />------__ __ ��C�-� ,�-�_ezi <br />I N S P� C T i 0 �J R F P O R T ;' � <br />Job Wame �%e�itrecon, Inc. Test Pad Location Ev,,rctt, Washinufon <br />Ovmer Centrecon, Inc. Ccntractor Chet Solie <br />Person Contar.ted Chet �o1ie� Ddte Auaust 1G, 197.; ___ <br />PROGRESS STAGE: <br />�xcavation, backfill and co�upactia� <br />Forms anri slab rcinforcing Lars have <br />Dowels for test load anchor pads ar <br />NOTES; <br />hav^ beeit complcted, <br />been placed. <br />e being plac�d, <br />#5 Uottom rein[orcing bars to bc placed around the ed9e of slab <br />with elbow Uars at all corners. <br />2. Bxtend �4 at 8" O. C. and ,$5 at 4" O. C. bottom bars at the south��,�est <br />corner of the south test load anchor two feet to t.hc west. Lap ; 4 <br />29" ��itli longitudi�ial l�ars. <br />3, All reinforcing to have adequate concrete cover trom ground prior to <br />pourin9 slab, <br />cc; <br />City oi �veretC (�-1r. John I"arre�is) <br />Solie Builders (Chet Solie) <br />ny <br />.�r�rr �3ison, r:.,. — <br />