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PLANS, SPECIFICATIONS AND ESTIMATE REVIEW <br />Project Title: <br />Community Transit Swift II BRT — Seaway TC <br />Job Charge: <br />WSDOT Project Engineer: <br />Office & Mail Stop: <br />Phone: <br />Date: <br />Sheet <br />Varies b Disci line <br />Februar 21, 2017 <br />2 of 2 <br />Office: <br />Comments by: <br />Commenting Office & Mail Stop: <br />Commentor's Phone: <br />Date: <br />Everett <br />Building <br />February 24, 2017 <br /># <br />Sht/PgF <br />Reviewer's Comment <br />By <br />Designer's Response <br />Init. <br />windscreen will be transferred from the thickened <br />portion into the slab on grade. However, a calculation <br />was done assuming V beyond the thickened edge <br />contributes to overturning resistance and this pressure <br />is added to the spread footing pressure. The total <br />bearing pressure exerted by the spread footing, <br />including the surcharge, remains below the allowable <br />bearing pre sure. <br />4 <br />F1.05 <br />On detail C/F1.05, it appears that the bottom of <br />grander es <br />The thickened slab for the windscreen is detailed to <br />Otak <br />Detail C <br />the footing is less than the 18" frost depth <br />behave integrally with the slab on grade. The thickened <br />provided. Please adjust footing thickness and <br />portion is provided to facilitate installation of the anchors <br />depth as required to meet the 18" frost depth. <br />and it is not intended to function as a standalone footing. <br />Our intent is for it to be subject to the same <br />requirements as the slab -on -grade for frost depth <br />considerations. <br />Swift 11 BRT-Seaway TC Everett Comment Sheet_OtakResponse.doc <br />