Kamins Construction Inc Pacific Ave to Interurban Trail Bicycle Safety

I ' 1 2 6-09.3(5)D Vacant 3 6-09.3(5)E Rotomilling ' 4 This section, including title, is revised to read: 5 6 6-09.3(5)E Removing Existing Concrete Overlay Layer by Rotomilling 7 When the Contractor elects to remove the upper layer of existing concrete overlay, when 8 present, by rotomilling prior to final scarifying, the entire concrete surface of the bridge 9 deck shall be milled to remove the surface matrix to the depth specified in the Plans with 10 a tolerance as specified in Section 6-08.3(5)B. The operating parameters of the rotary Ii 1 milling machine shall be monitored in order to prevent the unnecessary removal of 12 concrete below the specified removal depth. 13 14 6-09.3(6) Further Deck Preparation 15 The first paragraph is revised to read:: 16 17 Once the lane or strip being overlaid has been cleaned of debris from scarifying, the 18 Contractor, with the Engineer, shall perform a visual inspection of the scarified surface. 19 The Contractor shall mark those areas of the existing bridge deck that are authorized by 20 the Engineer for further deck preparation by the Contractor. 21 22 Item number 4 of the second paragraph is deleted. 23 24 The first sentence of the third paragraph is deleted. 25 26 6-09.3(6)A Equipment for Further Deck Preparation 27 This section is revised to read: 28 29 Further deck preparation shall be performed using either power driven hand tools 30 conforming to Section 6-09.3(1)A, or hydro-demolition machines conforming to Section 6- 111 31 09.3(1)C. 32 33 6-09.3(6)B Deck Repair Preparation 34 The second paragraph is deleted. 35 36 The last sentence of the second paragraph (after the preceding Amendment is applied) is 37 revised to read: 38 39 In no case shall the depth of a sawn vertical cut exceed 3/ inch or to the top of the top 40 steel reinforcing bars, whichever is less. I 41 42 The first sentence of the third to last paragraph is revised to read: 43 44 Where existing steel reinforcing bars inside deck repair areas show deterioration greater 45 than 20-percent section loss, the Contractor shall furnish and place steel reinforcing bars 46 alongside the deteriorated bars in accordance with the details shown in the Standard 47 Plans. 48 49 The last paragraph is deleted. 50 ' 51 6-09.3(7) Surface Preparation for Concrete Overlay 52 The first seven paragraphs are deleted and replaced with the following: CITY OF EVERETT AMENDMENTS PACIFIC AVENUE TO INTERURBAN TRAIL BICYCLE SAFETY PROJECT 8/12/2019 STATE FUND#HLP PB17(014); COE#PW3688 Page AM-61