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Port Gardner Storage Facility Volume 7 Attachment O <br /> Page 8 <br />CITY OF EVERETT ⋅ 3200 Cedar Street ⋅ Everett, WA 98201 ⋅ (425) 257-8800 ⋅ Fax (425) 257-8882 <br /> <br />Q34 – Drawing S-30-3021 Keynotes are lacking information. For instance, 3 and 4 need <br />material size/ type, hole size, and repair detail. Please provide information for these, and any <br />others lacking this same information for all in this Keynote section. <br />See Volume 7, Attachment A, Drawing B-9707, Handrail Detail for existing <br />guardrail material size and type. Pictures of the existing conditions are provided <br />on Drawings on S-30-9001 and S-30-9002. Repair details are provided on Drawing <br />S-30-3022. <br />Q35 – Drawing S-35-3001, Detail 2. Please provide missing dowel information, depth on #4’s <br />and spacing on #6’s. <br />#4 @ 12" with 4" embed. (2) #6 shall fit within 1 foot square block with proper <br />clearances from edges. See Plan 1/S-35-2001. <br />Q36 – Drawing S-40-3010, Details D & E show #4 and #7 hooked dowels Along Grid Lines. <br />Confirm these are to be installed to the full length allowable. This applies to all locations where <br />these types of hooks are to be installed. <br />Detail D&E/S-40-3010 show #4 dowels with 6" embed and #7 dowels with 12" <br />embed. If full embed depth is not possible, the engineer shall be informed during <br />construction. The length of the #4 hooks shall be to the full length possible while <br />meeting min clearances. The length of the #7 bars that are lapped shall be the lap <br />length required per the general note sheets. <br />Q37 – Drawing S-40-3010, Details D & E indicate overlay concrete. Confirm if there is to be <br />any surface cleaning/ preparation prior to the placement of the overlay concrete. <br />Per Drawing S-40-3010, Detail C clean and roughen existing concrete to 1/4" <br />amplitude, Typ of all overlay concrete. <br />Q38 – Drawing S-40-3011, Detail A. At the note “#7 @ 12” EW T&B” there is a second leader <br />line after T&B. What is this pointing to? <br />The leader on the right side of the “#7 @ 12” EW T&B” callout should be pointing <br />to the bottom layer of reinforcement. <br />Q39 – Drawing S-40-3011, Detail A calls for 2-#5 around perimeter. Does this apply to the <br />middle two bars not attached to the mat rebar? Do any of the top mat rebar dowel into the <br />existing concrete? If so, provide details. <br />Correct, the leader only points to one of the two perimeter bars. No bars are <br />doweled into existing since these pipe supports will be on their own piles. <br />Q40 – Drawing S-40-3012, Detail A. What is the embed depth of the dowels? Confirm the <br />spacing is all around the perimeter. <br />12” embed per S-40-3012 Section 1. Spacing is all around the four sides of the <br />perimeter.