Two level sections of an east-west highway (G-0) are to be connected. Suppose it is necessary to keep the entire alignment within the 1300 m that separate the two-level sections. It is determined that the crest and sag curves should be connected (ie, the EVC of the crest and the BVC of the sag) with a constant- grade section that has the lowest grade possible. In solving this problem, use the design speed of 110 km/h, determine for the crest and sag vertical curves, the stationing and elevation of the BVCS and EVCS given that the westernmost level section ends at station 0+000.00 and elevation 44 and the elevation of the easternmost level section is 18. (3 decimal places)