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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 />112 <br />1 restore the pavement are incidental and considered part of the payment for the particular <br />2 bid item. <br />3 <br />4 All empty conduit and duct openings shall be capped or plugged by the Contractor. <br />5 <br />6 Payment for the above work shall be included in the Contract Prices of other items listed <br />7 in this Contract. <br />8 <br />9 <br />10 CNH 8-20.3(6) ADJUST JUNCTION BOX.RTF <br />11 8-20.3(6)Junction Boxes, Cable Vaults, and Pull boxes <br />12 <br />13 Section 8-20.3(6) is supplemented with the following: <br />14 <br />15 Standard Duty pull boxes, cable vaults and concrete junction boxes installed in <br />16 sidewalks, walkways and shared use paths shall have slip resistant surfaces, be flush <br />17 with surface and match grade of the sidewalk, walkway and shared use path. The <br />18 boxes, vaults and junction boxes shall not be placed in curb ramps, curb ramp <br />19 landings, or the gutter areas associated with the curb ramps. Standard Duty non- <br />20 concrete junction boxes shall not be installed in sidewalks, walkways or shared use <br />21 paths. <br />22 <br />23 The Contractor shall adjust existing junction box to new grade by adjusting gravel pad, <br />24 in accordance to WSDOT Standard Drawings J-40 series and shall be of the type <br />25 indicated in the plans. The adjustment operations shall be conducted to prevent <br />26 damage to any conduits. All parts or materials damaged as a result of the Contractors <br />27 operations shall be replaced at no expense to the Contracting Agency. <br />28 <br />29 If the junction box is removed and reset, the patch material used around the junction <br />30 box shall be the same as the adjacent pavement. For asphalt concrete pavement <br />31 roadways, junction boxes located in the traveled way shall be adjusted to final grade <br />32 after final paving in accordance with Section 5-04.3(13). For Portland cement <br />33 concrete pavement roadways, valve boxes shall be adjusted prior to the surface finish. <br />34 <br />35 All junction boxes and vaults placed in sidewalk or pedestrian path shall meet a gap <br />36 acceptance requirement of no more than ‰ wide with greater than … deep <br />37 depression. Any junction boxes or vaults that do not meet the gap acceptance <br />38 requirement will be rejected. <br />39 <br />40 All junction boxes and vaults installed in sidewalk areas shall have non-skid covers. <br />41 Both the slip-resistant lid and slip-resistant frame shall be treated with Mebac#1 as <br />42 manufactured by IKG industries, or SlipNOT Grade 3-coarse as manufactured by <br />43 W.S. Molnar Co, or SafTrax TH604 by Thermion, Inc. Where the exposed portion of <br />44 the frame is ‰ inch wide or less the slip-resistant treatment may be omitted on that <br />45 portion of the frame. The slip-resistant lid shall be identified with permanent marking <br />46 on the underside indicating the type of surface treatment (M1 for Mebac#1; or S3 <br />47 for SlipNOT Grade 3-coarse, or TH for Thermion) and the year manufactured. The <br />48 permanent marking shall be c= inch line thickness formed with a mild steel weld bead. <br />49