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Port Gardner Storage Facility Volume 7 Attachment O <br /> Page 1 <br />CITY OF EVERETT ⋅ 3200 Cedar Street ⋅ Everett, WA 98201 ⋅ (425) 257-8800 ⋅ Fax (425) 257-8882 <br /> <br /> <br /> <br /> <br /> <br /> <br />PORT GARDNER STORAGE FACILITY – <br />FACILITY CONSTRUCTION PACKAGE <br />WO# UP-3525 <br /> <br />VOLUME 7 ATTACHMENT O – <br />BIDDER QUESTIONS AND RESPONSES FROM FIRST BID PERIOD <br /> <br />The following questions and responses from the first bid period remain valid for the <br />current bid period ending with a published bid date of October 21, 2025. This <br />information is being provided as clarifications for the current bid period. <br />Q1 - STD Detail drawings C24001P & C24005P: Call out for a 3/8" EYE HOOK set in a <br />9" footing that is supposed to secure a 1-5/8" OD bottom rail. There is no eye hook on <br />the market unless this is referring to a turnbuckle that has and eye bolt end and an <br />opposing hook bolt end. Can you provide clarity to the item/device that will secure the <br />rail to the footing? Can you provide detail as to the embedment into the footing of this <br />item/device? <br />Bottom rail may be replaced with bottom tension wire. Refer to C24002C for <br />bottom tension wire and post connection details. <br /> <br />Q2 - STD Detail drawings C24001P & C24005P: Is it the intention of having the 1-5/8" <br />OD bottom rail pass through the inside diameter of the eye bolt (or hook bolt)? <br />Bottom rail may be replaced with bottom tension wire. Refer to C24002C for <br />bottom tension wire and post connection details. <br /> <br />Q3 - In reference to division 32 31 13 2.01.E.1, can ASTM F1043 Group IC w/ a 50k <br />PSI yield strength be another fence framework option besides ASTM F1083 Group IA <br />30k PSI? <br />Yes, F1043 Group IC w/ 50 PSI yield strength is an acceptable alternate. <br /> <br />Q4 – Would you be able to provide the treatment flow rates required for the Stormwater <br />Treatment System on the PGSF project? <br /> <br />Per Design Criteria and Summary Drawing G-00-5001 Table 6, the design <br />infiltration rate for the stormwater treatment system is 100 inches per hour.