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2.3.1. Strip and windrow approximately 740 cy of topsoil from roadway <br />2.3.2. Cut, fill and compact approximately 6,000 cy of material to provide sub-base for roadway. <br />2.3.3. Install approximately 800 sy of Tensar 8X1200 geogrid on prepared foundation. <br />2.3.4. Haul and install approximately 2,000 cy of road-base gravel <br />2.3.5. Fumish and Install culverts, including: <br />2.3.6. One Ea. 18" arch CMP x 60 ft. with riprap inlet and free discharge to water pool <br />2.3.7. Thls section applies to Lots 1 and 3. Cost for this section should be included in line item named: "Area A". The <br />cost of this section should NOT Include geo-grid installation shown in paragraph 2.3.3. Installation for geo-grid <br />should be quoted separately under line Item "geo-grid installation" on lots 1 and 3. <br />2.4. North Stockpile Preparation and Hauling <br />2.4.1. Construct secondary roads as required from the North Haul Road <br />2.4.2. Furnish and install approximately 1,980 feet of silt fence <br />2.4.3. Remove and stockpile small trees <br />2.4.4. Haul topsoil from Soil Piles A and B to Nonh Stockpile <br />2.4.5. This section applies to Lots 1 and 3. Cost for this section should be included in line item named: "Area A" <br />3. Area B, Phase I -Improve existing canal road for gravel transportation to Area C <br />3.1. Cut and grade 4,820 feet of existing access road to provide a 17'6" wide roadway and 2 ft. high MSHA berms on each side of <br />roadway <br />3.2. Haul and install approximately 200 cy of road-base if necessary. NOTE: Gravel must be hauled with standard highway trucks <br />and H2O loading -See drawings. <br />3.3. This section applies only to Lot 3. Cost for this section should be included in line item nametl: "Area B" <br />4. Area C, Phase I -South Ramp, South Haul Road, and South Soil Stockpiles <br />4.1. South Ramo - 1.470 feet <br />4.1.1. Strip and windrow approximately 540 cy of topsoil from roadway <br />4.1.2. Cut, fill and compact approximately 3,600 cy of material to provide sub-base for roadway. <br />4.1.3. Haul and install approximately 1,500 cy of road-base gravel NOTE: Gravel must be hauled with standard highway <br />trucks antl H2O loading -See drawings. <br />4.1.4. Fumish and install approximately 1,300 feet of silt fencing <br />4.1.5. Fumish and Install culverts, including: <br />4.1.5.1. One each 54" arch CMP x 60 ft. with formed end sections in existing canal <br />4.1.6. Furnish and install nine Jersey barriers <br />4.1.7. This section applies only to Lot 3. Cost for this section should be included in line item named: "Area C" <br />4.2. South Haul Road - 1.366 feet <br />4.2.1. Strip and windrow approximately 500 cy of topsoil from roadway <br />4.2.2. Cut, fill and compact approximately 6,400 cy of material to provide sub-base for roadway. <br />4.2.3. Haul and install approximately 1,500 cy of road-base gravel NOTE: Gravel must be hauled with standard highway <br />trucks and H2O loading -See drawings. <br />4.2.4. This section applies only to Lot 3. Cost for this section should be included in line item named: "Area C" <br />4.3. South Stockpile Preparation and Hauling <br />4.3.1. Construct secondary roads as required from the South Haul Road and the South Ramp <br />4.3.2. Furnish and install approximately 3,300 feet of silt fence around stockpile <br />4.3.3. Construct gravel under-drains (anticipated) <br />4.3.4. Haul topsoil from Benches F and G to South Stockpile <br />4.3.5. Haul topsoil from Soil Pile E to South Stockpile <br />4.3.6. This section applies only to Lot 3. Cost for this sectlon should be included in line item named: "Area C" <br />Page 2 <br />