The existing elevation along a proposed road alignment at road station 0+015 is 304.805m with a proposed elevation of 303.310m. The existing elevation at road station O+O45 is 306.405m and the proposed elevation is 304.505m. The proposed road will be 12m wide with side slopes of 2:1 to match existing elevation. Calculate the net volume of material to be moved in order to change the existing grade to the proposed grade between these two stations. Answer the following questions from your calculations. Is the cross section you drew for station 0+015 a cut or fill situation? __________ (Blank 1) The end area for station 0+015 is ____________ sq.m {Blank 2) Is the cross section you drew for station O+O45 a cut or fill situation? (Blank 3) The end area for station O+O45 is ____________ sq.m {Blank 4) The volume of material between station 0+015 and 0+045 is _________ cum {Blank 5} Blank # 1 ,5/ Blank # 2 ,5}, Blank # 3 '32/ Blank # 4 '5/ Blank # 5 '32/