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1 and secured at either end of the run. Tape shall be 1/2" minimum width and printed <br /> 2 with sequential footage markings. Pull strength shall be 900lbs minimum. <br /> 3 <br /> 4 Conduit Sealing <br /> 5 Mechanical plugs for cabinet conduit sealing shall be one of the following: <br /> 6 <br /> 7 1. Tyco Electronics -TDUX <br /> 8 2. Jackmoon — Triplex Duct Plugs <br /> 9 3. O-Z Gedney — Conduit Sealing Bushings <br /> 10 <br /> 11 The mechanical plug shall withstand a minimum of 5 psi of pressure. <br /> 12 <br /> 13 Rigid Metal Conduit Fittings and Appurtenances , <br /> 14 Section 9-29.1(2) is supplemented with the following: <br /> 15 <br /> 16 Conduit Coatings <br /> 17 Electroplated couplings are not allowed. <br /> 18 <br /> 19 Surface Mounting Conduit Attachment Components <br /> 20 Channel supports and all fastening hardware components shall be Type 304 <br /> 21 stainless steel. Conduit clamps shall be one piece, two bolt units with lock <br /> 22 washers. <br /> 23 <br /> 24 Non-Metallic Conduit <br /> 25 Section 9-29.1(4) is supplemented with the following: <br /> 26 <br /> 27 PVC conduit shall be either Schedule 40 or Schedule 80, as indicated on the plans. <br /> 28 Schedule 80 shall be required for all street crossings and for the bottom 10' of pole <br /> 29 risers. Schedule 80 shall be used for all conduits that are installed using Directional <br /> 30 Bore method. Bell end bushings shall be installed on all conduit ends. Conduit runs, <br /> 31 without innerduct, installed using directional boring method shall be Schedule 80 <br /> 32 high density polyethylene (HDPE) if the runs enter/cross the traveled way or <br /> 33 shoulder, and Schedule 40 HPDE for runs that do not enter or cross the traveled way <br /> 34 or shoulder. <br /> 3536 CNN 8-20.2(9-29,2)Junction EcuicRTF <br /> 37 <br /> 38 9-29.2 Junction Boxes, Cable ►faults, and Pull Boxes <br /> 39 <br /> 40 Section 9-29.2 is supplemented with the following: <br /> 41 <br /> 42 All junction boxes shall conform to the details shown on the WSDOT Standard <br /> 43 Drawings J-40 series, City of Everett Standard Drawing 805, and shall be of the type <br /> 44 indicated in the plans. All junction box lids and frames shall be galvanized and those <br /> 45 installed within sidewalk areas shall be slip-resistant. All junction boxes shall have <br /> 46 base sections as shown in City of Everett Standard Drawing 805. All junction boxes <br /> 47 to be located in the street or shoulder area shall be heavy duty junction boxes as <br /> 48 detailed in Standard Plan 1-40.20 and described in Section 9-29.2(1)B. <br /> 49 <br /> N. BROADWAY TRANSIT IMPROVEMENT PROJECT <br /> STATE FUND#GCB2316; COE WO#3644 122 August 8, 2018 <br />