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The sinkhole in part 1 has been repaired and now the highway road linking Naples and Tampa-FL is operational. Your construction project company has been

The sinkhole in part 1 has been repaired and now the highway road linking Naples and Tampa-FL is operational. Your construction project company has been tasked with another project which requires preparing a road from this main highway to the project site somewhere inland on a constricted site in the countryside and then constructing a commercial building there. Specifically, the project requires; Step 1: Removing old rutted asphalt on this roadway and then paving the road from the main highway to the project site inland; that is, moving from station 17-station 38+62 as shown in the survey drawing. Step 2: Performing excavation on a site that geotechnical survey has shown to have low water table and higher chances of flooding. The excavation is to erect a building on a given footprint 90' x 65' as shown in the drawing. The building is expected to be built on a restricted site and it to be 8 storeys high. A. Given the survey drawing with dimensions, describe the whole process of executing this road way including showing the type(s) of equipment used to complete this roadway job (20 points) B. How much of asphalt concrete is needed for the operation in (A) above given that the thickness of subbase material is supposed to be 15" thick; recommend the required materials and their characteristics for better result for this project. Think about how you manage old asphalt in this operation (make necessary assumptions). (20 points) C. For the excavation, stipulate any necessary precaution that needs to be taken (including equipment) and clearly document them so the project can proceed with overall high level of safety. Report your company level of safety and how it applies in the construction industry (15 points) D. If the building footprint is to extend 38' on either side from the phase of footprint. ABCD, what is the approximate loose cubic yard measure of soil excavated to new floor finish elevation of 720' (note the current contour lines in this calculation). The soil is clay-loam and has a swell factor of 1.2 (20 points)
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The sinkhole in part 1 has been repaired and now the highway road linking Naples and Tampa-fL is operational. Your construction project company has been tasked with another project which requires preparing a road from this main highway to the project site somewhere inland on a constricted site in the countryside and then constructing a commercial building there. Specifically, the project requires; Step 1: Removing old rutted asphalt on this roadway and then paving the road from the main highway to the project site inland; that is, moving from station 17 -station 38+62 as shown in the survey drawing. Step 2: Performing excavation on a site that geotechnical survey has shown to have low water table and higher chances of flooding. The excavation is to erect a building on a given footprint 9065 as shown in the drawing. The building is expected to be built on a restricted site and it to be 8 storeys high. A. Glven the survey drawing with dimensions, describe the whole process of executing this road way including showing the type(s) of equipment-used to complete this roadway job (20 points) B. How much of asphalt concrete is needed for the operation in (A) above given that the thickness of subbase material is supposed to be 15 thick; recommend the required materials and their characteristics for better result for this project. Think about how you manage old asphalt in this operation (make necessary assumptions). (20 points) C. For the excavation, stipulate any necessary precaution that needs to be taken (including equipment) and clearly document them so the project can proceed with overall high level of safety. Report your company level of safety and how it applies in the construction industry (15 points) D. If the building footprint is to extend 38 on either side from the phase of footprint. ABCD, what is the approximate loose cubic yard measure of soil excavated to new floor finish elevation of 720 (note the current contour lines in this calculation). The soil is clay-loam and has a swell factor of 1.2 (20 points)

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