Determine key elements (stationing and pavement elevations for critical locations ) for a horizontal curve with a 37o intersecting angle on a two-lane highway with 12 ft lanes and a 55-mph design speed with a designated emax of 6%. The radius for the horizontal curve has been set to 3040 ft. The PI is located at station 152+03.44 and the highway has a constant -2.1% longitudinal grade throughout this section, and the centerline of the highway has an elevation of 384.69 ft at the beginning of the curve.