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4331 RIVERFRONT BLVD 2019-03-14
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4331 RIVERFRONT BLVD 2019-03-14
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Last modified
3/14/2019 3:20:52 PM
Creation date
3/14/2019 3:20:48 PM
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Address Document
Street Name
RIVERFRONT BLVD
Street Number
4331
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OTTO ROSENAU & ASSOCIATES, INC. <br /> Geotechnical Engineering,Construction Inspection&Materials Testing <br /> REINFORCING STEEL INSPECTION REPORT <br /> Report Number:370385 <br /> Project: Riverfront Simpson Permit Number: Various(See Below) <br /> Address: 41st Street Towards Snohomish River,Everett Job Number: 16-0175 <br /> Client: Polygon Northwest Client Address: 11624 SE 5th Street,Bellevue <br /> Description <br /> Grade: 60 Manufacturer: Cascade <br /> Type of Bar: ®A-615 0 A-706 0 N/A SDQ Steel: . 0 Yes ® No <br /> Inspector <br /> and Date Structural Elements'/Location I Grid Lines <br /> John Fraser Inspected reinforcing steel and anchor bolt placement for interior footings and interior/perimeter stem <br /> 5/2/2018 walls for unit 204 and exterior footings for units 144 and 145. <br /> Ufer grounds, anchor bolts and strap placement were verified <br /> All inspected items have clearance from earthwork/forms and have been secured for concrete <br /> placement. <br /> The inspected work was found to be done as per approved project documents. <br /> Lot 144-C1801-007-4331 Riverfront Blvd. <br /> Lot 145-C1801-009-4329 Riverfront Blvd. • <br /> Lot 204-C1708-027-4506 29th Avenue SE <br /> Lot 205-C1708-014-4504 29th Avenue SE <br /> Conforms <br /> li <br /> Copies to: <br /> Owner X Contractor / <br /> Architect Building Dept. Technical Responsibility: ' 1. <br /> Engineer alt-r :,f-',Project Manager <br /> This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau&Associates,Inc. Reproduction of this report, <br /> except in full,without written permission from our firm Is strictly prohibited. <br /> Page �.1 of <br /> 6747 M.L.King Way S.,Seattle,Washington 98118-Phone(206)725-4600 or 1-888-OTTO-4-US-Fax(206)723-2221 <br /> Form No.:ADMIN-76-02(Rev 03/10) fl I <br /> 9 k% <br />
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