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Question 6 <br /> Is the 36"ductile iron involved in the storm sewer/drainage system of this project lined per 9- <br /> 30.1(1)? <br /> Answer—Yes, all ductile iron pipes in this project shall be lined per Special Provisions Page <br /> S322 (Ductile Iron Pipe) and 9-30.1(1) of the Standard Specifications. <br /> Question 7 <br /> The areas of the bottom chords and gusset to be painted are covered with sheet metal covers. <br /> Are those areas to be finish painted in the shop or left primed only and finished in the field as <br /> per WSDOT specs? <br /> Answer—Painting may be performed in the field or in the shop as per the Standard <br /> Specifications 6-07. It is anticipated that the sheet metal will be placed after the bridge is <br /> painted and erected. <br /> Question 8 <br /> Will a digital file for a complete design on each elevation of the concrete tower be provided? <br /> Answer—When the bid is awarded, we will provide a digital file that supports what the <br /> fabricator needs. <br /> Question 9 <br /> What are the items on Sheets 177 and 178 (Drawings 8.01 and 8.02, respectively) to be paid <br /> for under? <br /> Answer—The items related to Expansion Joint West Tower on Sheet 177 and the items <br /> related to the Transition Deck Cover Plate are to be paid for under Bid Item No. B7, "Structural <br /> Low Alloy Steel — Pedestrian Upgrades". Items related to Detail 2 and to Detail 3 on Sheet 177 <br /> are to be paid for under Bid Item No. A93, "Expansion Joint System Compression Seal — <br /> Superstr.". <br /> Question 10 <br /> What type of orbital finish is required on the aluminum panels? <br /> Answer—A 120 grit orbital finish is acceptable and favored. To confirm whether it is possible, <br /> a sample is preferred. <br /> Question 11 <br /> What is Concrete CL 4000P placed in the shafts to be paid for under? <br /> Answer—Concrete class 4000P in shafts is to be paid for under Bid Item No. A97, <br /> "Constructing 6 Ft. Diam. Shaft". <br /> Question 12 <br /> Addendum No. 5, Clarification Question #3 refers to how the concrete in the bridge and <br /> elevator shaft are to be paid. Please clarify the breakdown of each item. <br /> Answer—Bid Item No. A89, "Conc. Class 4000 — Utility Bridge", includes three walls of the <br /> West Abutment/Utility Shaft between elevation 46.97 and 6.22. These three walls are the <br /> South face (15'), North face (17.75') and East face (17.75') plus the bearing stump walls and <br /> floor and control room concrete. This Bid Item consists of the entire West Abutment Shaft Cap <br /> (34'x24') and the East Abutment Cap plus the back and wing walls. Bid Item No. B2, "Conc. <br /> Class 4000 — Pedestrian Upgrades", includes four walls which make up the elevator shaft <br /> between elevations 82.17' and 6.22' and the pit. It is expected that the contractor will bid on <br /> the quantities shown in the Bid Item list to establish a unit price and cost for concrete. <br /> City of Everett Addendum No. 8 <br /> Grand Avenue Park Bridge Project Bid — Page 4 <br /> Page 4 <br /> Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale <br />