Specifications include, but are not limited to: • 313- 314: Trail Construction begins here at the Morgan Creek Bridge site. Trail is on moderatelyto-steeply sloped terrain for 150 ft. at which point construction of a switchback 1 is required. After exiting the switchback, the trail continues for 150 ft. until reaching an old roadbed. The trail section will require a bench cut. • 314- 315: Trail continues upon an old roadbed. Trail tread should not be wider than 36 inches. Small trees and vegetation will require removal. From the beginning of roadbed, there will be a drain crossing in .17 miles. The drain crossing will be constructed to create sustainable trail without impeding water flow. Total amount of trail constructed on roadbed will be 1/3 mile. • 315- 316: Trail exits roadbed, the terrain becomes slightly rocky, and rockwork may be required for 150 ft. At that point, a bench cut will be required on slightly sloped hillside with scattered rock throughout. • 316- 317: Terrain steepens greatly. A bench cut is required on the steep hillside for 150 ft. before the required construction of switchback 2. After exiting the switchback, the bench cut continues for 150 ft., then construction of switchback 3 is required. After exiting the switchback, the bench cut continues for 150 ft., then construction of switchback 4 is required. • 317- 318: Trail continues on a steep hillside with scattered rock throughout. Rock work is required to stabilize the tread. At this point, construction crosses a small boulder field for 120- 150 ft., requiring rockwork before reaching switchback 5. After exiting the switchback, rockwork will continue for roughly 150 ft.
