300 mm PVCStrom Drain Pipe set at a 0.6% slope Assignment 1 Top Soil will be removed from the area of each trench and re

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300 Mm Pvcstrom Drain Pipe Set At A 0 6 Slope Assignment 1 Top Soil Will Be Removed From The Area Of Each Trench And Re 1 (144.4 KiB) Viewed 42 times

300 Mm Pvcstrom Drain Pipe Set At A 0 6 Slope Assignment 1 Top Soil Will Be Removed From The Area Of Each Trench And Re 2 (403.73 KiB) Viewed 42 times

300 Mm Pvcstrom Drain Pipe Set At A 0 6 Slope Assignment 1 Top Soil Will Be Removed From The Area Of Each Trench And Re 3 (290.28 KiB) Viewed 42 times

300 mm PVCStrom Drain Pipe set at a 0.6% slope
Assignment 1 Top Soil will be removed from the area of each trench and retained for reuse after excavatio Determine the volume of top soil to be stored onsite 2 Portion of the soil removed from excavations will be reused to back fill. 2a Determine the volume of soil excavated and to be stored onsite for reuse 2 b Determine the volume of soil to be removed from site 3 Bedding fill (Sand) will be required to bed the storm drain pipe. Determine the volume of bedding sand required assuming a compaction factor of 15%. 4 Provide a table with the subgrade elevation at each catch basin and the manhole for the drain pipe trenches. See Sample Below. 5|Show your work in an organized manner with a summary page.
Soll Data from Geotechnical report: Top Soll Layer = 0.15 m Soll Swell Factor is 29% Soil Compaction Factor is 35% No rock found above elevation of 80.50 m