Rodarte Construction Inc Everett Station Parking Expansion

I 1 2. Non-skid surfaces, I 2 3 3. Unpainted intentionally greased surfaces, I 4 5 4. Equipment labels, identification plates, tags, etc., 6 7 5. Fire and emergency containers or boxes, 8 9 6. Mechanical hardware such as hoist sheaves, hydraulic cylinders, gear boxes, 10 wire rope, etc. 11 12 The Contractor shall submit a Type 2 Working Drawing consisting of materials and 13 equipment used to shield components specified to not be cleaned and painted. I 14 The Contractor shall shut off the power prior to working around electrical equipment. 15 The Contractor shall follow the lock-out/tag-out safety provisions of the WAC 296-803 16 and all other applicable safety standards. 17 18 6-07.3(12)B2 Surface Preparation 19 For applications above high water and within the tidal zone, surface preparation for , 20 overcoat painting shall be in accordance with SSPC-SP 1, Solvent Cleaning, followed 21 by SSPC-SP 3, Power Tool Cleaning. Use of wire brushes is not allowed. After SP 3 22 cleaning has been completed all surfaces exhibiting coating failure down to the steel 23 substrate, and those exhibiting visible corrosion, shall be prepared down to clean bare 24 steel in accordance with SSPC-SP 15, Commercial Grade Power Tool Cleaning. 25 Surface preparation shall be measured according to SSPC-VIS 3. SSPC-SP 15 shall 26 be performed for a minimum distance of 1 inch from the area exhibiting failure or 27 visible corrosion. In addition, intact shop-applied coating surrounding the repair area 28 shall be abraded or sanded for a distance of 6 inches out from the properly prepared 29 clean/bare metal areas to provide adequate roughness for application of repair I 30 coatings. All sanding dust and contamination shall be removed prior to application of 31 repair coatings. Surface preparation for full paint removal shall be in accordance with 32 Section 6-07.3(10)E except SSPC-SP 11 will be permitted as detailed in the 33 Contractor's painting plan and as allowed by the Engineer. II 34 35 Surface preparation for underwater locations shall consist of removing all dirt, oil, 36 grease, loose paint, loose rust, and marine growth from the area that is to be repaired. 37 The sound paint surrounding the damaged area shall be roughened as required by the 38 coating manufacturer. 39 40 Removed marine growth may be released to state waters provided the marine growth 41 is not mixed with contaminants (paint, oil, rust, etc.) and it shall not accumulate on the 42 sea bed. All marine growth containing contaminants shall be collected for proper 43 disposal. I 44 45 Surface preparation for the underside of bridge decks (consisting of either a steel grid 46 system of main bars or tees and a light gauge metal form, in-filled with concrete or a 47 corrugated light gauge metal form, infilled with concrete) shall be in accordance with 48 SSPC-SP 2, Hand Tool Cleaning or SSPC-SP 3, Power Tool Cleaning with the intent of 49 not causing further damage to the light gauge metal form. Following removal of any , 50 pack rust and corroded sections from the underside of the bridge deck, cleaning and 51 flushing to remove salts and prior to applying the primer coat, the Contractor shall seal City of Everett Page AM-58 Amendments Everett Station 80 Stall Parking Expansion June 2019 I