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<br />Quicksource # 689 <br />Lots 1 and 3 <br />HENDERSON MILL TAILING AREA <br />TOPSOIL STOCKPILE AND HAUL ROAD PROJECT <br />PHASEI <br />SCOPE OF WORK AND TECHNICAL CONSTRUCTION SPECIFICATIONS <br />Saecifics <br />Except as otherwise specifically provided, the Contractor shall supply all the materials, equipment, supplies, tools, labor, layout, and <br />supervision necessary to pedorm the Work covered by Drawing Numbers 501-597 through 501-616 (Drawings 501-602 and 501-603 <br />revised on 5/6/03 -Tables only) and Technical Specifications A and F including, but not necessarily limited to the following items: <br />1. General <br />1.1. Mobilize large equipment, tool trailers, office trailers, supplies, stores, and other facilities as required for the support of construction <br />activities and the Work. <br />1.2. Provide temporary sanitation and drinking water facilities as deemed necessary by Contractor during the Work. <br />1.3. Provide temporary heat and electrical power as necessary for the performance of the Work. <br />1.4. Provide security, first aid, and fire prevention facilities as deemed necessary by Contractor during the course of the Work. <br />1.5. Demobilize all temporary equipment and facilities at the completion of the Work. <br />1.6. Clean up all construction materials and debris from the site at the completion of the Work. <br />1.7. Survey layout of the Work. <br />1.8. Provide dewatering of work areas as required. <br />1.9. This section applies to Lots 1 and 3. Cost for this section should be Inclutletl in line item named: "Area A". <br />2. Area A, Phase I -North Ramp, North Haul Road, and North Soll Stockpile <br />2.1. North Ramo - 2.373 feet <br />2.1.1. Strip and windrow approximately 900 cy of topsoil from roadway <br />2.1.2. Cut, fill and compact approximately 8,100 cy of material to provide sub-base for roadway. <br />2.1.3. Install approximately 930 sy of Tensor 8X7200 geogrid on prepared foundation. <br />2.1.4. Haul and install approximately 2,350 cy of road-base gravel <br />2.1.5. Fumish and install approzimately 2,000 feet of silt fencing <br />2.1.6. Furnish and Install culverts, including: <br />2.1.6.1. 2 Ea. 24"arch CMP x 60 ft. with riprap inlet and apron discharge <br />2.1.6.2. 1 each 36"arch CMP x 60 h. with formed end sections <br />2.1.6.3. One each 72" arch CMP x 60 ft. with formed end sections in existing canal <br />2.1.7. Fumish and install fourteen Jersey barriers <br />2.1.8. This section applies to Lots 1 and 3. Cost for this section should be Inclutled in line item named: "Area A". The <br />cost of this section should NOT include geo-grid installation shown In paragraph 2.1.3. Installation far geo-grid <br />should be quotetl separately under line item "geo-grid Installation" on lots 1 and 3. <br />2.2. North Haul Road - 3.132 feet <br />2.2.1. Strip and windrow approximately 1,160 cy of topsoil from roadway <br />2.2.2. Cut, fill and compact approximately 6,400 cy of material to provide sub-base for roadway. <br />2.2.3. Haul and install approximately 3,300 cy of road-base gravel <br />2.2.4. Furnish and install approximately 7,540 feet of silt fencing <br />2.2.5. Furnish and Install culverts, including: <br />2.2.5.7. One Ea. 18"arch CMP x 60 ft. with riprap inlet and apron discharge <br />2.2.6. This section applies to Lots 1 antl 3. Cost for this section should be included in line item named: "Area A" <br />2.3. Interceptor Canal Road to Station 20+00 - 2.000 feet <br />Page 1 <br />