Construction of approximately 3,200 lineal feet of temporary gravel roadway. Consisting of 450 lineal feet of removal of fences, 11,422 cubic yards of embankment, 226 cubic yards of rock excavation, 4.6 cubic yards of boulder excavation, 153 lineal feet of 30 inch culvert pipe, 2 sloped end sections with trash racks, 2,432 tons of aggregate base, 3,608 tons of aggregate subbase, 674 tons of Level 3 ½ inch ACP mixture, 1.57 acres of permanent seeding, 0.05 acres of wetland seeding, one stop sign, an 18 inch steel pipe casing, and a 24 inch steel pipe