5. Given below are the ordinates of the mass diagram for a highway project. Draw the mass diagram, and determine: Station 0 ii. iii. iv. the volume of excavation; 60953 yd the volume of embankment; 34 1260yd the quantities of waste or borrow; 28-3033 the distribution (direction) of haul (show arrows on drawing). Mass Ordinate (cu yd) Mass Ordinate (cu yd) Station 0 21 -10,437 10 11 1234567TBROES +481 22 -9,333 +982 23 -8,138 +1,343 24 -8,985 +2,022 25 -11,214 +3,589 26 -12,482 +5,567 27 -14,076 +7,810 28 -17,451 7+40 +8,270 29 -20,519 8 +7,782 30 -23,048 9 +7,465 31 -25,110 +6,632 32 -27,397 +4,931 33 -29,025 12 +3,214 34 -26,991 13 +865 35 -24,018 14 -437 36 -18,212 15 -2,892 37 -12,222 27228 16 -4,504 38 -7,537 17 -6,075 38+50 -4,238 18 -7,111 19 -7,686 20 -9,122