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

1 1 ' 2 6-13.3(2) Submittals 3 In the first paragraph, the first sentence is revised to read: 4 5 The Contractor, or the supplier as the Contractor's agent, shall furnish a Manufacturer's 6 Certificate of Compliance certifying that the structural earth wall materials conform to 7 the specified material requirements. 8 9 The second paragraph is revised to read: 10 11 A Type 1 Working Drawing of all test results, performed by the Contractor or the ' 12 Contractor's supplier, which are necessary to assure compliance with the specifications, 13 shall submitted along with each Manufacturer's Certificate of Compliance. 14 15 In the third paragraph, the first sentence is revised to read: 16 17 Before fabrication, the Contractor shall submit a Type 1 Working Drawing consisting of ' 18 19 the field construction manual for the structural earth walls, prepared by the wall manufacturer. 20 21 In the fourth paragraph, the first sentence is revised to read: 22 23 The Contractor, through the license/patent holder for the structural earth wall system, 24 shall submit Type 2E Working Drawings consisting of detailed design calculations and ' 25 details. 26 27 The last paragraph is deleted. ' 28 29 6-13.3(3) Excavation and Foundation Preparation 30 In the first paragraph, the last two sentences are revised to read: ' 31 32 The foundation for the structure shall be graded level for a width equal to or exceeding 33 the length of reinforcing as shown in the structural earth wall working drawings and, for 34 walls with geogrid reinforcing, in accordance with Section 2-12.3. Prior to wall 35 construction, the foundation, if not in rock, shall be compacted as accepted by the 36 Engineer. 37 38 6-13.3(6) Welded Wire Faced Structural Earth Wall Erection 39 The first two sentences are revised to read: ' 40 41 The Contractor shall erect the welded wire wall reinforcement in accordance with the 42 wall manufacturer's field construction manual. Construction geotextile for wall facing 43 shall be placed between the backfill material within the reinforced zone and the coarse 44 granular material immediately behind the welded wire wall facing, as shown in the Plans 45 and the structural earth wall working drawings. 46 ' 47 6-13.3(7) Backfill 48 The third paragraph is revised to read: 49 50 Misalignment or distortion of the precast concrete facing panels or concrete blocks due 51 to placement of backfill outside the limits of this specification shall be corrected in a 52 manner acceptable to the Engineer. AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/3/15