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Utility Construction and Use of the Right-of-Way Policies and Procedures Manual Page 11 <br />to these provisions must be approved in writing by the Surface Technical Supervisor. The exception <br />process is the same as for a moratorium street. <br /> <br />Emergency work on a moratorium or previously cut street shall comply with Section 2.01.2 of this manual. <br /> <br /> Trench cuts on streets classified as Local shall comply with the Standard Specifications and <br />drawings RD300, RD300(A). https://www.eugene-or.gov/444/Standard-Specifications-for- <br />Construction <br /> Trench cuts on streets classified as either a Collector or Arterial shall be constructed per the Trench <br />Backfill, Bedding, Pipe zone, and Multiple Installations drawing RD300, RD300(A). <br />https://www.eugene-or.gov/444/Standard-Specifications-for-Construction <br /> Pavement restoration for vacuum-type excavation shall be a minimum of 24” x 24” square. Core <br />cuts 8” diameter (Preferred) or less shall be filled with CLSM. <br /> Unless otherwise approved by the Utility Inspector, pavement cuts shall be made parallel or <br />perpendicular to the centerline of the public way. Cuts parallel to the centerline shall not be allowed <br />in wheel paths or within bike lanes. <br /> Whenever pavement removal within public streets would cause the pavement to be cut within 3 <br />feet of an existing edge, curb, score, joint, crack, or existing trench patch the existing pavement <br />shall be removed to that edge, curb, score, joint, crack, or trench patch. Undermined street surface <br />sections shall be removed. <br /> Trench compaction shall meet current City Standard Specifications 00405.46(c)(2). Specs can be <br />found by following the link below and searching the catalog of numerically organized specs. <br />https://www.eugene-or.gov/444/Standard-Specifications-for-Construction <br /> Trench excavation areas within the street shall be temporarily surfaced at the end of each workday <br />with a hard surface, i.e., cold-mix, hot-mix or steel plate. Steel plates proposed for use in bike <br />lanes or sidewalks shall be slip resistant to established standards. Prior approval of the Utility <br />Inspector is required before steel plates are placed in bike lanes or sidewalks. Disturbed areas <br />outside of the street shall be backfilled and/or protected. Temporary trench surfaces which settle <br />or are damaged leaving the surface ½” or more below the surrounding surface shall be repaired <br />and resurfaced. The permittee shall monitor and maintain temporary surfaces until permanent <br />restoration is complete. <br /> Permanent surfacing shall be completed with 60 days of project completion when material plants <br />are in operational phase, or the soonest time that restoration material becomes available when <br />material batching plants are in operation. <br /> The permittee shall notify the Utility Inspector at least 1 full business day before any permanent <br />surface restoration commences. <br /> The permittee shall notify the Utility Inspector in writing no more than 2 business days after final <br />restoration has concluded.