McCann Construction Enterprises Inc 11/7/2018

I I1 8-21,2(9-06,16),UPT',GR8 2 (January 3, 2011) 3 Perforated Steel Square Sign Post System I 4 Where noted in the Plans, steel sign post systems shall be square, pre-punched 5 galvanized steel tubing, that are NCHRP 350 Test Level 3 Certified and FHWA 6 approved. The steel sign post system shall include all anchor sleeves, and other I 7 hardware required for a complete sign installation. 8 9 System Acceptance I 10 11 Systems listed in the current QPL will be accepted per the QPL approval code. Systems not listed in the QPL will be accepted based on a Supplier's Certificate of 12 Compliance. The Supplier's Certificate of Compliance will be a contract specific letter 13 from the supplier stating the system is NCHRP 350 Test Level 3 compliant. 14 15 8-21,2(9-28.i 1),GR'8 I 16 Hardware 17 Section 9-28.11 is supplemented with the following: 18 19 8-21,2(9-28,14),x.'s8 20 Sign Support Structures 21 Section 9-28.14 is supplemented with the following: 22 I 23 8-21,2(9-28,14(2)),x.8' 24 Steel Structures and Posts 25 Section 9-28.14(2) is supplemented with the following: I 26 27 CWH 8-22 PAINT MARKING-Type DST": 28 8-22 PAVEMENT MARKING 1 30 31 Section 8-22 of the Standard Specification is supplemented by the following: 32 I 33 8-22.2 Materials 34 35 All plastic marking shall be Type D. I 36 37 8-22.3 Construction Requirements 38 39 Pavement markings shall be installed in accordance with Section 8-22.3 of the Standard ' 40 Specifications with the following modifications: 41 42 1) All Stop Line shall be 24" wide Type D extruded plastic flat line. Spray Type D is I 43 not allowed. 44 2) All Crosswalk Line shall be solid white lines, 24"wide, installed in accordance with I 45 46 City of Everett Standard Drawing No. 721 and shall be Type D extruded plastic flat line. Spray Type D is not allowed. I N. BROADWAY TRANSIT IMPROVEMENT PROJECT ISTATE FUND#GCB2316; COE WO#3644 131 August 8, 2018