Kamins Construction Inc Pacific Ave to Interurban Trail Bicycle Safety

1 1 Horizontal deviation of centerline of bearing pad, oak block or other bearing assembly: 2 ±0.125 inch 3 4 Horizontal deviation of centerline of supported element from centerline of bearing pad, 5 oak block or other bearing assembly ±0.25 inch 6 7 Vertical deviation of top of bearing pad, oak block or other bearing assembly: ±0.125 inch ' 8 9 6-02.3(10)C Finishing Equipment 10 The first paragraph is revised to read: 11 12 The finishing machine shall be self-propelled and be capable of forward and reverse 13 movement under positive control. The finishing machine shall be equipped with augers 14 and a rotating cylindrical single or double drum screed. The finishing machine shall have 15 the necessary adjustments to produce the required cross section, line, and grade. The 16 finishing machine shall be capable of raising the screeds, augers, and any other parts of 17 the finishing mechanical operation to clear the screeded surface, and returning to the ' 18 19 specified grade under positive control. Unless otherwise allowed by the Engineer, a finishing machine manufacturer technical representative shall be on site to assist the first 20 use of the machine on the Contract. 21 22 The first sentence of the second paragraph is revised to read: 23 24 For bridge deck widening of 20 feet or less, and for bridge approach slabs, or where jobsite 25 conditions do not allow the use of the conventional configuration finishing machines, or 26 modified conventional machines as described above; the Contractor may submit a Type 27 2 Working Drawing proposing the use of a hand-operated motorized power screed such 28 as a "Texas" or"Bunyan" screed. 29 30 6-02.3(10)D4 Monitoring Bridge Deck Concrete Temperature After Placement 31 This section, including title, is revised to read: 32 33 6-02.3(10)D4 Vacant 34 35 6-02.3(10)D5 Bridge Deck Concrete Finishing and Texturing 36 In the third subparagraph of the first paragraph, the last sentence is revised to read: 37 ' 38 The Contractor shall texture the bridge deck surface to within 3-inches minimum and 24- 39 inches maximum of the edge of concrete at expansion joints, within 1-foot minimum and 40 2-feet maximum of the curb line, and within 3-inches minimum and 9-inches maximum of ' 41 the perimeter of bridge drain assemblies. 42 43 6-02.3(10)F Bridge Approach Slab Orientation and Anchors 1 44 The second to last paragraph is revised to read: 45 46 The compression seal shall be a 2% inch wide gland and shall conform to Section 9- 47 04.1(4). 48 49 The last paragraph is deleted. 50 1 CITY OF EVERETT AMENDMENTS PACIFIC AVENUE TO INTERURBAN TRAIL BICYCLE SAFETY PROJECT 8/12/2019 STATE FUND#HLP PB17(014); COE#PW3688 Page AM-37