KLB Construction Inc 11/20/2018 - Laserfiche WebLink

I 1 Material for the non-concrete junction boxes shall be of a quality that will provide for a 2 similar life expectancy as portland cement or blended hydraulic cement concrete in a 3 direct burial application. 4 5 9-29.2(2)A Standard Duty Cable Vaults and Pull Boxes 6 In the table in the last paragraph, the fourth, fifth and sixth rows are revised to read: Slip Resistant Lid ASTM A36 steel Frame ASTM A36 steel 1 Slip Resistant Frame ASTM A36 steel 8 9 9-29.6 Light and Signal Standards 1 10 In the first sentence of the third paragraph, "AASHTO M232" is revised to read "ASTM F 11 2329". 12 13 Item number 2 of the last paragraph is revised to read: 14 15 2. The steel light and signal standard fabricator's shop drawing submittal, including 16 supporting design calculations, submitted as a Type 2E Working Drawing in 17 accordance with Section 8-20.2(1) and the Special Provisions. 18 19 9-29.6(1) Steel Light and Signal Standards 111 20 In the second paragraph, "AASHTO M232" is revised to read "ASTM F 2329". 21 I 22 The first sentence of the last paragraph is revised to read: 23 24 Steel used for light and signal standards shall have a controlled silicon content of either 25 0.00 to 0.06 percent or 0.15 to 0.25 percent. 26 27 9-29.6(5) Foundation Hardware 28 In the last paragraph, "AASHTO M232" is revised to read "ASTM F 2329". 29 30 9-29.10(1) Conventional Roadway Luminaires 31 This section is revised to read: 32 33 All conventional roadway luminaires shall meet 3G vibration requirements as described 34 in ANSI C136.31. 35 36 All luminaires shall have housings fabricated from aluminum. The housing shall be 37 painted flat gray, SAE AMS Standard 595 color chip No. 26280, unless otherwise 38 specified in the Contract. Painted housings shall withstand a 1,000 hour salt spray test 39 as specified in ASTM B117. 40 41 Each housing shall include a four bolt slip-fitter mount capable of accepting a nominal 2" 42 tenon and adjustable within +/- 5 degrees of the axis of the tenon. The clamping 43 bracket(s) and the cap screws shall not bottom out on the housing bosses when 44 adjusted within the +/- 5 degree range. No part of the slipfitter mounting brackets on the 45 luminaires shall develop a permanent set in excess of 0.2 inch when the cap screws 46 used for mounting are tightened to a torque of 32 foot-pounds. Each luminaire shall 47 include leveling reference points for both transverse and longitudinal adjustment. 48 WEST MARINE VIEW DRIVE UTILITIES PAGE 55 OF 60 August 2018 WORK ORDER#3588 WSDOT AMENDMENTS Rev 4/2/18