Laserfiche WebLink
CITY OF EVERETT WEST MARINE VIEW DRIVE/ALVERSON AND 41 ST ST/GRAND AVE <br />PEDESTRIAN IMPROVEMENTS <br />STATE FUND# HLP-PB15(032) <br />WO #3630 July 25, 2024 <br />101 <br />1 secured at either end of the run. Tape shall be detectable, ‰ minimum width and <br />2 printed 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 high <br />32 density polyethylene (HDPE) if the runs enter/cross the traveled way or shoulder, and <br />33 Schedule 40 HPDE for runs that do not enter or cross the traveled way or shoulder. <br />34 <br />35 CNH 8-20.2(9-29.2) Junction Box.RTF <br />36 <br />37 9-29.2 Junction Boxes, Cable Vaults, and Pull Boxes <br />38 <br />39 Section 9-29.2 is supplemented with the following: <br />40 <br />41 All junction boxes shall conform to the details shown on the WSDOT Standard <br />42 Drawings J-40 series, City of Everett Standard Drawing 808, and shall be of the type <br />43 indicated in the plans. All junction box lids and frames shall be galvanized and those <br />44 installed within sidewalk areas shall be slip-resistant. All junction boxes shall have <br />45 base sections as shown in City of Everett Standard Drawing 808. All junction boxes <br />46 to be located in the street or shoulder area shall be heavy duty junction boxes as <br />47 detailed in Standard Plan 1-40.20 and described in Section 9-29.2(1)B. <br />48