Ariston Pacific, Inc. 5/9/2016 - Laserfiche WebLink

I 1 6-18.AP6 ' 2 Section 6-18, Shotcrete Facing 3 January 5, 2015 4 6-18.3(1) Submittals 5 In the first paragraph, the first sentence (up until the colon) is revised to read: 6 7 The Contractor shall submit Type 2 Working Drawings consisting of the following: 8 9 In the first paragraph, item number 2 is revised to read: 1 10 11 2. Method and equipment used to apply, finish and cure the shotcrete facing. 12 13 The last paragraph is deleted. 14 15 6-18.3(2) Mix Design 16 In the first paragraph, the second and third sentences are deleted. 17 18 In the last sentence of the second paragraph, "and approved by the Engineer" is deleted. I 19 20 6-18.3(3)A Preproduction Testing 21 In the last sentence, "approved" is revised to read "accepted". I 22 23 6-18.3(7) Shotcrete Application 24 In the last paragraph, the first sentence is revised to read: 25 26 If field inspection or testing, by the Engineer, indicates that any shotcrete produced, fails 27 to meet the requirements, the Contractor shall immediately modify procedures, 28 equipment, or system, as necessary to produce specification material. 29 30 6-19.AP6 1 31 Section 6-19, Shafts 32 August 3, 2015 33 6-19.3(2) Shaft Construction Submittal 34 The last sentence is revised to read: 35 36 The submittals shall be Type 2 Working Drawings, except the shaft slurry technical 37 assistance submittal shall be Type 1. 38 39 6-19.3(3) Shaft Excavation 40 In the first paragraph, the phrase "as approved by the Engineer" is deleted. 41 42 6-19.3(3)B4 Temporary Telescoping Shaft Casing 43 In the first paragraph, the first sentence of item number 1 is revised to read: 44 45 The Contractor shall submit the request to use temporary telescoping casing as a Type 46 2 Working Drawing. 47 I AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/3/15