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(c) Develop a linear schedule for a utility trench excavation project. Assume that the total length of the trench is 500 meters. Consider the following activities. The activities should be fast- tracked (overlapped as much as possible) unless noted otherwise in the problem (10 marks). Note: Round your schedule time unit to 0.5 days, and mark the activity ID (A, B, C...) and end date on your plot. ACTIVITY DEPENDENCE Daily production (meters, unless it is given in days) A. Mobilization 2 days (Note: this activity is stationary (i.e., It does not move along the trench.) B. Fencing out Starts after the total completion 100 m/day of A. C. Driving sheet Follows B, with 50 meters of 50 m/day piles location buffer. D. Excavation Follows C, with 50 meters of 25 m/day location buffer. E. laying pipe Follows D, with 50 meters of 100 m/day location buffer. F. Backfilling Follows E, with 50 meters of 100 m/day location buffer. G. Extracting Follows F, with 2 days of time 50 m/day sheet piles buffer. H. Starts after F is totally completed. 5 days (Note: this activity Demobilization is stationary) and Clearance