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HOS BROS. CONSTRUCTION,INC. <br /> CONSTRUCTION MANAGEMENT PLAN <br /> THE BOEING 40-41 777 TEST FACILITY <br /> available to control fuqitive dust oneite ehould the <br /> weather remain dry. In addition, the etorm gratee within <br /> the haul route on the North Perimeter Road from the <br /> borrow to the site will be covered with fabric to <br /> restrain eilt infiltration into the existing storm <br /> syetem. The haul route will also be cleaned as necessary <br /> using a commercial etreet eweeper to maintain the rondway <br /> for the Boeinq and construction traffic stream. Flagging, <br /> correspondinq eignage and control of the trucking <br /> traffic ehall be enforced to provide adequate eafety <br /> throughout this operation. ;.;,� <br /> As the cut and fill procees evolvea, both the building <br /> and the roadway onsite will undergo overexcavation and <br /> replacement with a designated etructural n:aterial. To <br /> aeaure that proper compaction in these criticnl areae <br /> ae well ae other fill locations is achieved, compaction <br /> teste will be performed routinely to monitor the fille <br /> on this project. Problem areas should they arise, shall <br /> be reviewed with all applicable parties and an <br /> appropriate corrective action issued an a case by case <br /> baeis. <br /> The general earthwork operations will be completed in (15) calendar <br /> days. <br /> 5. ) UTILITIES <br /> With the site earthwork fairly well completed, the <br /> varioue utilities installation will proceed beqinning <br /> with the etorm sewer in the existing "Boneynrd" followed <br /> by the sanitary sewer, remaininq etorm sewer, water and <br /> utilidor. Thia sequence may be altered to complete the ' <br /> croesinqs and connectione at the North Perimeter Road <br /> prior to the oneite utilitiee so traffic interrnptione ' <br /> are kept to a minimum. The actual schedule will be I <br /> reviewed and adjueted in accordance with eeaeonal <br /> conditions and conetruction proqress on the project. <br /> Utilization of aui.table trench fill, achievement of <br /> compaction requirements, safety precautions and sediment <br /> controls as diecussed previously will be employed during <br /> the utility phase. Testing and inspection of the various <br /> utilities will be performed as they are completed. <br /> I I <br />� Page 3 <br />� <br />�. �-- <br />