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The Gngineer, Ucforc usc, shall appro��c pavement breakcrs. <br /> Z-02J Rcmoval of Catch Basins Manholcs, Inlets or Sumps, Etc. <br /> The Contractor shall excavate and completely remove the structure inc!uding <br /> casting and outlet trap, conerete encasement, and bricks, as applicable to each <br /> rcmoval item listed in tl�c Proposal. <br /> Connecting pipcs shall be pluggcd by filling with Class 3000 Concretc far a <br /> minimum length oC l2 inches. Backfill shall be Gravcl Borco�v as specified in <br /> Section 9-03.14(1) of these Special Provisions. Compaction shall be to 95% <br /> maximum density. <br /> 2-02..5 OUlitcration of Pavcmcnt Markin�s <br /> Construction Requircments: Whcre shown in thc Plans or wherc designated by <br /> thc Enginecr, thc Contractor shall remove pavement markings. T�::: pavement <br /> marking shall be oblitcrated until blemishes caused by the pavement marking <br /> rcmoval confomi to tlie coloration of the adjacent pavemcnt. If, in the opinion <br /> oC the Lnginccr, the pavement is materially damaged by pavement marking <br /> rcmo��al, such damage shall be rcpaired by the Contractor at thc Contractor's <br /> expense and to the satisfaction oC the Engineer. Sand or other material <br /> deposited on the pavement as a result of removing stripes and markings shall be <br /> removed as the work progresses lo avoid hazardous conditions. Accwnulation <br /> of sand or other material that mighl interfere with drainage will not be <br /> permitted. <br /> 2-02.9 Abandon and Pill Pipc <br /> Pipes designated on the drawings to bc filled and abandoned shall be filled with <br /> Controllcd Density Fill as spec�ficd in Scction 2-09 ofthese Special Provisions. <br /> 2-02.10 Sawine and Line Drilli�� <br /> When sawing rigid pavement, drive�vay, or sidewalk, tlic depth of saw cut shall <br /> be 2 inchzs or half the depdi of pavement, driveway, or sidewalk, whichever is <br /> grealer. All moRared decorativc or spccial paventcni (e.g., brich, cobblestone, <br /> paver block, etc.) shall bc sawcut fiill depth along a neat line with inlent of <br /> salvaging as many unit� as possiblc. <br /> Curb shall be saw cut full hcight and width. <br /> Asphalt shall bc saw cut full dcpth. <br /> When line drilling, spacing of drilled holes ccnter to ecnter shall Ue 6 inches <br /> maximum. Holes shall bc perpendicular to the surface and shall penctrate <br /> complctcly through the pavement. <br /> �D�� . <br />