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Addendum 4 Page 3 <br />CITY OF EVERETT ⋅ 3200 Cedar Street ⋅ Everett, WA 98201 ⋅ (425) 257-8800 ⋅ Fax (425) 257-8882 <br /> <br />Item 5 - SECTION 00 73 00 SPECIAL CONDITIONS: <br />Delete Paragraph 2.1 and Replace with the following: <br />“Location: Contractor will be responsible for storage of materials and <br />equipment prior to commencing installation phase. Staging of material and <br />equipment during construction phase will be located in designated areas <br />presented on C-00-0002, Staging Plan, and shall not interfere with storage <br />facility operations. Available space within the immediate area where work is <br />to be performed will be available for the contractor to stage material. Staging <br />areas in addition to those shown on Sheet C-00-0002 may be provided by the <br />Owner and shall be coordinated with the Owner and Owner’s Representative. <br />See Volume 7, Attachment N for more information.” <br />Item 6 - SECTION 31 32 23 SOIL CEMENT GROUND IMPROVEMENT: <br />Delete Paragraph 1.04.A.5 and Replace with the following: <br />“5. HWA. 2025. Geotechnical Engineering Report. Port Gardner Storage <br />Facility, May, 2025.” <br />Item 7 - SPECIFICATION 31 50 00 EXCAVATION SUPPORT SYSTEMS: <br />Delete General Note 4 on Exhibits A-1, A-2, and A-3 and Replace with the <br />following: <br />“4. REFER TO VOLUME 7 ATTACHMENT B, GEOTECHNICAL <br />ENGINEERING REPORT (MAY, 2025) FOR SHEETING AND SHORING <br />DESIGN CONSIDERATIONS.” <br />Item 8 - SPECIFICATION 41 22 13.13 BRIDGE CRANES: <br />Void Addendum No. 1, Item 21. Revert to unaltered specification version of <br />the Table under GENERAL REQUIREMENTS 2.01.J. <br />Item 9 - DRAWING S-00-0005: <br />Add the following General Note 5 to Drawing S-00-0005 as follows: <br />“5. Section 31 62 23.13 Concrete Filled Steel Piles, shall have a minimum <br />wall thickness of 5/8”.”