Jansen Inc 6/10/2019 - Laserfiche WebLink

I r1 Section 6-07.3(10)E except SSPC-SP 11 will be permitted as detailed in the 2 Contractor's painting plan and as allowed by the Engineer. I3 4 Surface preparation for underwater locations shall consist of removing all dirt, oil, 5 grease, loose paint, loose rust, and marine growth from the area that is to be repaired. 6 The sound paint surrounding the damaged area shall be roughened as required by the I7 coating manufacturer. 8 9 Removed marine growth may be released to state waters provided the marine growth I10 is not mixed with contaminants (paint, oil, rust, etc.) and it shall not accumulate on the 11 sea bed. All marine growth containing contaminants shall be collected for proper 12 disposal. I13 14 Surface preparation for the underside of bridge decks (consisting of either a steel grid 15 system of main bars or tees and a light gauge metal form, in-filled with concrete or a 16 corrugated light gauge metal form, infilled with concrete) shall be in accordance with 17 SSPC-SP 2, Hand Tool Cleaning or SSPC-SP 3, Power Tool Cleaning with the intent 18 of not causing further damage to the light gauge metal form. Following removal of any 19 pack rust and corroded sections from the underside of the bridge deck, cleaning and 20 flushing to remove salts and prior to applying the primer coat, the Contractor shall seal 21 the entire underside of the deck system with rust-penetrating sealer. Damage to 22 galvanized metal forms and/or grids shall be repaired in accordance with ASTM A 780, I23 with the preferred method of repair using paints containing zinc dust. 24 25 6-07.3(12)63 Paint Systems I26 Paints systems for Structural Steel, which includes vehicle transfer spans and towers, 27 pedestrian overhead loading structures and towers, upland structural steel and other 28 elements as designated in the Special Provisions shall be as specified in Section 6- ' 29 07.3(10)H. 30 31 Paint systems for Piling, Landing Aids, Life Ladders, underside of vehicle transfer span 32 bridge decks, non-skid surface treated areas, and anti-graffiti coatings shall be as 33 specified in the Special Provisions. 34 I35 6-07.3(12)B4 Paint Color 36 Paint colors shall be as specified in the Special Provisions. 37 38 6-07.3(12)65 Coating Thickness I39 Coating thicknesses shall be as specified in the Special Provisions. 40 41 6-07.3(12)66 Application of Field Coatings I42 Application of field coatings shall be in accordance with Section 6-07.3(10)0 and 43 Section 6-07.3(12)A2 except for the following: 44 111 45 1. All coatings applied in the field shall be applied using a brush or roller. Spray • 46 application methods may be used if allowed by the Engineer. 47 48 2. Applied coatings shall not be immersed until the coating has been cured as 49 required by the coating manufacturer. 50 I City of Everett Page AM-55 Amendments Everett Downtown Streetscape Improvement March 22, 2019