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2400 33RD ST CRANE LOADING 2018-01-02 MF Import
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2400 33RD ST CRANE LOADING 2018-01-02 MF Import
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Last modified
12/15/2021 3:41:23 PM
Creation date
4/1/2017 3:34:48 PM
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Address Document
Street Name
33RD ST
Street Number
2400
Tenant Name
CRANE LOADING
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Kirk Brooks <br />From: Steve Miller <br />Sent: Friday, December 26, 2008 4:27 PM <br />To: Kirk Brooks <br />Subject: RE: Evaluation of Crane Loading on the 48-inch Water Main <br />Kirk, <br />The analysis appears appropriate. <br />Steve <br />From: Kirk Brooks <br />Sent: Friday, December 26, 2008 9:18 AM <br />To: Steve Miller <br />Subject: FW: Evaluation of Crane Loading on the 48-inch Water Main <br />Steve, please take a look at these calcs and see if you think they are appropriate. Thanks, Kirk <br />Kirk Brooks <br />City of Everett Bij7d g, Official <br />Phone 425-257-8815 <br />Fax 425-257-8857 <br />From: Golden, Quinn [mailto:Quinn.Golden@gcinc.com] <br />Sent: Tuesday, December 23, 2008 2:27 PM <br />To: Souheil Nasr; Kirk Brooks <br />Cc: Ambler, Blake; Ross, Don; Perrin, Stephen; Kettel, Ken <br />Subject: Evaluation of Crane Loading on the 48-inch Water Main <br />Souheil and Kirk, <br />As previously discussed, Granite Northwest and its subcontractors plan on performing a large crane pick, of a <br />pedestrian bridge for the Everett Station Phase 2 project, with the crane positioned over the City of Everett's 48- <br />inch water main. Per our meeting with Souheil, on December 16th, a stamped geotechnical report is required that <br />identifies the loading of the water main and measures that should be taken to protect that main. <br />Attached is the Granite's geotechnical engineer's evaluation of the crane loading on the water main and the <br />recommendations for protecting the water main. This evaluation was performed assuming the worst case <br />scenario where the crane outrigger is positioned directly above the water main. This will not be the case during <br />the pick, as it is expected that the outriggers will be off -set from the edge of the water main by at least 5 feet. <br />Also attached are the outrigger loads as estimated by Ness Cranes and the pothole information on the water main <br />that was performed in the presence of Randy Allen. <br />I will get you a hard copy of this report, with attachments and a Granite Northwest cover letter on Monday, <br />December 29th. As previously discussed, we are planning on performing the lest pick on January 9th and the <br />final pick of the bridge on January 12th. <br />Should you have any questions or concerns regarding the geotech's evaluation of the water main, please contact <br />me at your earliest convenience. <br />12/29/2008 <br />
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