Kamins Construction Inc Pacific Ave to Interurban Trail Bicycle Safety

I 1 The minimum drying time between coats shall be as shown in the product data sheets, 2 but not less than 12 hours. The Contractor shall determine whether the paint has cured 3 sufficiently for proper application of succeeding coats. 4 5 The maximum time between intermediate and top coats shall be in accordance with the 6 manufacturer's written recommendations. If the maximum time between coats is 7 exceeded, all newly coated surfaces shall be prepared to SSPC-SP 7, Brush-off Blast 8 Cleaning, and shall be repainted with the same paint that was cleaned, at no additional 9 cost to the Contracting Agency. 10 11 Each coat shall be applied in a uniform layer, completely covering the preceding coat. The 12 Contractor shall correct runs, sags, skips. or other deficiencies before application of 13 succeeding coats. Such corrective work may require re-cleaning, application of additional 14 paint, or other means as determined by the Engineer, at no additional cost to the 15 Contracting Agency. 16 17 Dry film thickness measurements will be made in accordance with Section 6-07.3(9)D. 18 111 19 All paint damage that occurs shall be repaired in accordance with the manufacturer's 20 written recommendations. On bare areas or areas of insufficient primer thickness, the 21 repair shall include field-applied zinc-rich primer and the final coats of paint selected from 22 the approved component or performance based paint system in accordance with Section 23 6-07.3(10)H. On areas where the primer is at least equal to the minimum required dry film 24 thickness, the repair shall include the application of the final two coats of the paint system. 25 All paint repair operations shall be performed by the Contractor at no additional cost or 26 time to the Contracting Agency. 27 28 6-07.3(10)A Containment 29 The first sentence of the third paragraph is revised to read: 30 31 Emissions shall be assessed by Visible Emission Observations (Method A) in SSPC 32 Technology Update No. 7, Conducting Ambient Air, Soil, and Water Sampling of Surface 33 Preparation and Paint Disturbance Activities, Section 6.2 and shall be limited to the Level 34 A Acceptance Criteria Option Level 0 Emissions standard. 35 36 6-07.3(10)D Surface Preparation Prior to Overcoat Painting 37 The first paragraph is revised to read: 38 39 The Contractor shall remove any visible oil, grease, and road tar in accordance with 40 SSPC-SP 1, Solvent Cleaning. 41 42 The second paragraph is revised to read: 43 44 Following any preparation by SSPC-SP1, all steel surfaces to be painted shall be prepared 45 in accordance with SSPC-SP 7, Brush-off Blast Cleaning. Surfaces inaccessible to brush- 46 off blast shall be prepared in accordance with SSPC-SP 3, Power Tool Cleaning, as 47 allowed by the Engineer. 48 49 The first sentence of the third paragraph is revised to read: 50 51 Following brush-off blast cleaning, the Contractor shall perform spot abrasive blast 52 cleaning in accordance with SSPC-SP 6, Commercial Blast Cleaning. CITY OF EVERETT AMENDMENTS PACIFIC AVENUE TO INTERURBAN TRAIL BICYCLE SAFETY PROJECT 8/12/2019 STATE FUND#HLP PB17(014);COE#PW3688 Page AM-50