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

1 2 In item number 4 of the fifth paragraph, the phrase "as approved by the Engineer" is deleted. 3 4 The last paragraph is deleted. 5 6 6-13.3(8) Guardrail Placement 7 In the first sentence of the second paragraph, "approval" is revised to read "permission". 8 9 6-13.3(9) SEW Traffic Barrier and SEW Pedestrian Barrier 10 The first paragraph (up until the colon) is revised to read: 11 12 The Contractor, in conjunction with the structural earth wall manufacturer, shall design 13 and detail the SEW traffic barrier and SEW pedestrian barrier in accordance with 14 Section 6-12.3(2) and the above ground geometry details shown in the Plans. The 15 barrier Working Drawings and supporting calculations shall be Type 2E and shall 16 include, at a minimum, the following: 17 18 6-14.AP6 I 19 Section 6-14, Geosynthetic Retaining Walls 20 January 5, 2015 21 6-14.2 Materials 22 In the first paragraph, the section number next to "Anchor rods and associated nuts, washers 23 and couplers" is revised to read: 24 25 9-06.5(4) 26 27 The following new paragraph is inserted after the first paragraph: 28 29 Anchor plate shall conform to ASTM A 36, ASTM A 572 Grade 50, or ASTM A 588. 30 31 6-14.3(2) Submittals 32 The first paragraph (up until the colon) is revised to read: 33 34 The Contractor shall submit Type 2 Working Drawings consisting of detailed plans for 35 each wall. As a minimum, the submittals shall include the following: 36 37 6-14.3(4) Erection and Backfill 38 In the second sentence of the second paragraph, "approved by" is revised to read 39 "acceptable to". 40 41 In the last sentence of the fifth paragraph, "approval" is revised to read "permission". 11142 43 The sixth paragraph is deleted. 44 45 In item number 5 in the eighth paragraph, the phrase "as approved by the Engineer" is 46 deleted. 47 48 In the ninth paragraph, the first sentence is revised to read: 49 1 AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/3/15