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1 1 <br /> 2 All junction boxes and vaults placed in sidewalk or pedestrian path shall meet a gap <br /> 3 acceptance requirement of no more than 1/2" wide with greater than %4" deep <br /> 4 depression. Any junction boxes or vaults that do not meet the gap acceptance <br /> 5 requirement will be rejected. <br /> 6 <br /> 7 All junction boxes and vaults installed in sidewalk areas shall have non-skid covers. <br /> 8 Both the slip-resistant lid and slip-resistant frame shall be treated with Mebac#1 as <br /> 9 manufactured by IKG industries, or SIipNOT Grade 3-coarse as manufactured by <br /> 10 W.S. Molnar Co, or SafTrax TH604 by Thermion, Inc. Where the exposed portion of <br /> 11 the frame is 1/2 inch wide or less the slip-resistant treatment may be omitted on that <br /> 12 portion of the frame. The slip-resistant lid shall be identified with permanent marking <br /> 13 on the underside indicating the type of surface treatment ("M1" for Mebac#1; or "S3" <br /> 14 for SIipNOT Grade 3-coarse, or TH for Thermion) and the year manufactured. The <br /> 15 permanent marking shall be V8 inch line thickness formed with a mild steel weld <br /> 16 bead. <br /> 17 <br /> 18 Cable Racking in Pull Boxes and Cable Vaults <br /> 19 The Contractor shall rack the cable in vertical figure eight loops, which shall permit <br /> 20 pulling slack from the vaults without introducing twist to the cable. <br /> 21 <br /> 22 Cables shall be secured in racked positions with nylon ties. Identification or warning <br /> 23 tags shall be securely attached to the cables in at least two locations in each pull <br /> 24 box or cable vault. <br /> 25 <br /> 26 All coiled cable shall be protected to prevent damage to the cable and fibers. <br /> 27 Racking shall include securing cables to brackets (racking hardware) that extend <br /> 28 from the side walls of the pull box. <br /> 29 <br /> 30 All racking hardware shall be stainless steel. <br /> 31 <br /> 32 <br /> 33 <br /> 34 . t' U( IO ( (717; 1 -7 <br /> 35 8-20.3(14)C Induction Loop Vehicle Detectors <br /> 36 <br /> 37 Section 8-20.3(14)C is supplemented with the following: <br /> 38 <br /> 39 Induction loops shall be constructed as detailed in City of Everett Drawing Nos. 804, <br /> 40 805, 809, 810, and Section 8-20.3(14)C of the Standard Specifications with the <br /> 41 following modifications: <br /> 42 <br /> 43 1. The loop locations shall be marked on the pavement by the contractor and <br /> 44 approved by the engineer prior to sawcutting. At no point shall any of the <br /> 45 sawcuts pass closer than 1' to any utility cover. <br /> 46 2. Loop detector sealant shall be as shown in City of Everett Standard Drawing <br /> 47 809, or as approved by the Engineer. <br /> 48 3. Rope is not required. <br /> 49 4. Loops shall not be installed in rainy weather or at temperatures below 40°. <br /> 50 5. Loops shall be placed in the sawcut in a clockwise direction. <br /> N. BROADWAY TRANSIT IMPROVEMENT PROJECT <br /> STATE FUND#GCB2316; COE WO#3644 128 August 8, 2018 <br />