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600 University Street,Suite 610 <br /> "„ Seattle,WA 98101 <br /> (206)622-0222 Fax(206)6221764 <br /> m o f f a t t & n i c h o l wm.moffattnichol.com <br /> SITE VISIT MEMO <br /> To: Erik Gerking(POE) <br /> From: Stuart Stringer, PE (M&N) <br /> Date: 15 April 2015 <br /> Subject: Port of Everett ESY Bulkhead Pile Cap Rebar Inspection <br /> M&N Job No.: 8057-03 <br /> Date of Visit: 14 April 2015 <br /> Location: Port of Everett Central Marina <br /> Purpose: Observe Progress of Construction & Check Pile Cap Rebar <br /> Time: 11:30am—1:00pm <br /> Weather: Sunny <br /> Personnel in Attendance: <br /> Stuart Stringer(Moffatt& Nichol) <br /> Elise Gronewald (Port of Everett) <br /> Summary: <br /> Stuart Stringer from Moffatt & Nichol met with Elise Gronewald from the Port of Everett at approx. <br /> 11:30am to look at the pile cap rebar for the fourth concrete pour.This pour will consist of the Segment <br /> B overhang between WP3 and WP4 and the Segment A curb on the overhang along 14th Street.The <br /> shaded areas in Figures 1 and 2 show the extent of concrete pour 4. <br /> At the time of the site visit the Contractor was mostly complete with the rebar installation,formwork <br /> setup, and electrical conduit placement.All of the rebar appeared to be placed in accordance with the <br /> contract documents with a few minor exceptions.These were pointed out to the contractor, and were <br /> quickly resolved. <br /> The electrical conduit had a few minor placement issues which were pointed out to the contractor and <br /> subsequently resolved. During the site visit a minor change was made for the placement of the electrical <br /> conduit in the overhang portion of the pile cap. Detail 6 on Sheet E2.0 shows the conduit running along <br /> the centerline of the curb(centered 9 inches from the front face of the overhang).After consultation <br />