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Port Gardner Storage Facility Volume 7 Attachment O <br /> Page 26 <br />CITY OF EVERETT ⋅ 3200 Cedar Street ⋅ Everett, WA 98201 ⋅ (425) 257-8800 ⋅ Fax (425) 257-8882 <br /> <br />Flat plate is acceptable provided it matches the outside diameter of the pipe. This <br />deviation shall be called out for formal review during the submittal review <br />process. <br />Q132 - Contract Plan Sheets C-10-1307 thru C-10-1309 refer the contractor to Standard <br />Detail C82001P for Manhole Pile Support information. Standard Detail C82001P shows <br />nine piles per manhole support. This information is not consistent with Drawing S-00- <br />0005, Pile Data Table. The Pile Data Table appears to show CSMH-46-01, CSMH-46- <br />02, and SSMH-46-03 with only two piles each. The Pile Data Table further appears to <br />show CSMH-15-01, and CSMH-15-02 with eight piles each. How many piles are <br />required at each of these locations? <br />Refer to Drawing S-00-0005 for the number of piles to be installed at each <br />structure. The number of piles shown in Standard Detail C82001P is intended to <br />be diagrammatic. <br />Q133 - Drawing S-00-005: CSMH-15-01 and CSMH-15-02 | Table shows eight <br />micropiles for each structure, however, Standard Detail C82001P shows nine <br />micropiles. Would you please clarify how many micropiles are required for these <br />structures? <br />Refer to Drawing S-00-0005 for the number of piles to be installed at each <br />structure. The number of piles shown in in Standard Detail C82001P is intended <br />to be diagrammatic. <br />Q134 - Drawing S-00-005: CSMH-46-01, CSMH-46-02 and CSMH-46-03 | Table shows <br />two driven piles for each structure, however, Standard Detail C82001P shows nine <br />piles. Would you please clarify how many piles are required for these structures? <br />Refer to Drawing S-00-0005 for the number of piles to be installed at each <br />structure. The number of piles shown in in Standard Detail C82001P is intended <br />to be diagrammatic. <br />Q135 - Is the work associated with pages 406 and 407 of 447 in Volume 1 to be part of <br />the dewatering force account? <br />Construction of the temporary Deep Water outfall 100 bypass connection is not <br />associated with the dewatering force account bid item. This temporary <br />connection will be used to route effluent water from the Everett Water Pollution <br />Control Facility to PGSF to provide testing and commissioning water as outlined <br />in Section 01 91 00 3.5.C. <br />Q136 - The plans, specifications, and geotechnical report make reference to various <br />design standards (IBC, FHWA, and AASHTO). Please clarify which standard should be <br />used for micropile design and testing. <br />Micropiles shall be designed in accordance with the IBC. Refer to the FHWA <br />manual wherever the IBC provides limited information on micropile design and <br />construction.