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Port Gardner Storage Facility Volume 7 Attachment O <br /> Page 29 <br />CITY OF EVERETT ⋅ 3200 Cedar Street ⋅ Everett, WA 98201 ⋅ (425) 257-8800 ⋅ Fax (425) 257-8882 <br /> <br />Structural connection is required. Use drilled in epoxy dowels as shown in detail <br />on S-20-3010. <br />Q151 - Dwg. S-20-3004/Section 2 & S-20-2002 illustrate handrail around a portion of <br />the FRP grating. Which bid item should this work be included with? Please provide <br />specific specification reference for the handrail material and installation. <br />Guardrails within Area 20 should be included in Bid Item #8 per Section 01 22 13 <br />1.8.H. Guardrail shall be top mounted removable aluminum per 05 52 10 and Std <br />Details. <br />Q152 - Cable Schedules on E-10-7101, E-10-7102, E-10-7103. Schedules list <br />conductors as “CAT6A”, but the Spec 26 05 19-8 (3.06) lists CAT5E, CAT6, and CAT6 <br />Shielded as options. <br />Where shown in the Cable Schedules on drawings E-10-7101, E-10-7102, E-10- <br />7103, replace any instances of "CAT6A" with "CAT6SH". <br />Q153 - Cable Schedules on E-10-7101, E-10-7102, E-10-7103. Under the “Conductors” <br />column, “LC Duplex MM” is this requesting just LC Duplex MM patch cables? <br />Correct, "LC Duplex MM" in the Cable Schedule is requesting LC Duplex MM <br />patch cables. <br />Q154 - Cable Schedules on E-10-7101, E-10-7102, E-10-7103. The “Cable Tag” <br />column does not match up to any of the labels on the Electrical Communications plans. <br />The labels/callouts shown on the Electrical Communications (EC) and Electrical <br />Power (EP) drawings are raceway tags, not cable tags. The raceway tags are <br />provided on the cable schedules in the ‘VIA’ columns. <br />Q155 - Fiber Test Equipment: 27 13 23.21-11 (3.04 Filed Tests) 2.a. is a Fluke OTDR <br />and Bidirectional Fiber Tester approved as equal? <br />Please identify proposed 'or equal' test equipment during the submittal process <br />for review. <br />Q156 - Dwg D-40-1001 shows some new existing 6’’ SW on the north side of the <br />Diversion Structure (see sketch below). Section 1/D-40-3001 shows a drain under the <br />foundation of the Diversion Structure however does not indicate whether or not it’s <br />existing or new (see sketch below). Section 1/D-40-3002 calls out an existing 6’’ SW <br />under the foundation of the Diversion Structure. Volume 7 of the specs do not include <br />any as-builts on the Diversion Structure Vault (in the as-builts, these structures are <br />called Flotation Thickeners). a. Is the 6’’ SW under the foundation of the Diversion <br />Structure existing or new? b. Please confirm my assumptions of new 6’’ SW and <br />existing 6’’ SW below. c. Please provide the as-builts for the Diversion Structure (aka <br />Flotation Thickeners)