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Port Gardner Storage Facility Volume 7 Attachment O <br /> Page 23 <br />CITY OF EVERETT ⋅ 3200 Cedar Street ⋅ Everett, WA 98201 ⋅ (425) 257-8800 ⋅ Fax (425) 257-8882 <br /> <br />Q114 - Specification Section 07 72 53 references snow guards, but no installation <br />locations are identified on the drawings. Please confirm if snow guards should be <br />included at the following roof locations: a. Area 25 Dog House Roof b. Area 60 Roof c. <br />Area 46 Roof d. Area 70 Roof <br />Snow guards are a delegated design. Please reference the following for areas <br />requiring snow guards: <br />Area 25 Dog House Roof MWA Response: Not Required. <br />Area 60 Roof MWA Response: Required <br />Area 46 Roof MWA Response: Required <br />Area 70 Roof MWA Response: Required <br />Q115 - I have a question about the routing of the duct bank along area 60 foundation, <br />does the duct back DB0006B continue underneath cable tray or into the cable tray then <br />back into conduit before going to the vault MH0103? <br />DB0006B stubs-up/terminates in the NE corner of area 60 as shown on drawing <br />EP-60-1001. Those cables continue in the cable tray that runs along the east side <br />of area 60. The cables that route through MH0103 are running from the panels on <br />the strut rack at the north end of the area 60 pump station to area 50, via DB0007. <br />Q116 - There isn't a 10 or 8 year warranty available for the basis of design. Please <br />verify the attached warranty. Or select a Thermospan mode, see attached warranty <br />The Wayne Dalton Thermospan door is acceptable and provides the listed <br />warranty time frames. <br />Q117 - General note 3 on sheet 60 states we shall prohibit activity within a 20 foot <br />radius of energized conductors. What is the required radius for de-energized <br />conductors? <br />Per SnoPUD, the required clearance from de-energized conductors is 20 feet. <br />Q118 - Specification 03 48 11, Section 2.03 C says the walking surfaces shall be sloped <br />to the sump...and be sealed with a penetrating concrete sealer. Section 2.15 A says the <br />floor will have an Epoxy Coating. Which is correct? <br />Per 03 48 11 3.15.A, an epoxy coating shall be factory applied to all interior <br />surfaces of the vault as part of the manufacturing process. Paragraph 2.03.C <br />states requirements for field constructing sumps where indicated on the <br />drawings. If a sump is field constructed, it shall be sealed with a penetrating <br />concrete sealer per the specifications. <br />Q119 - Drawing GX-30-3002, Details A and Section 2 show removal of existing <br />concrete. At depths up to 2”, it is not expected to expose existing rebar. If any is <br />uncovered/ exposed during surface level concrete removal, will any repair/ coating of <br />this rebar be handled as a changed condition and eligible for compensation?