Ponderosa Park Road Improvement

The scope of work includes furnishing of all labor, materials, equipment, fixtures and services required for improvement of Ponderosa Park Road: A.Station 2+00 to Station 19+00 i.Pulverize existing Asphaltic Concrete up to a depth of 3" (4,591 SY) and compact in-place. Add minimum 2" of new base material and grade roadway per superelevation view in plan (258 CY). Install 4" of new Fiber Reinforced Asphaltic Concrete with PG 64-22 binder (1,060 TN). ii.Roadside excavation and shoulder embankment fill (930 CY). iii.Reinstall signs (8 EA) and install new delineators (64 EA). B.Station 19+00 to Station 34+00 i.Pulverize existing Asphaltic Concrete up to a depth of 3" (4,064 SY). Pulverized material may be used for other purpose on this project upon approval from the Engineer. ii.Roadway excavation and embankment build-up (3,570 CY) to construct realigned roadway per plan. iii.Prepare subgrade and install 5" of new aggregate base (356 CY) and 4" of new Fiber Reinforced Asphaltic Concrete with PG 64-22 binder (911 TN).iv.Reinstall signs (2 EA) and install new delineators (54 EA). c.Station 0+00 to Station 2+00 and station 34+00 to Indian Creek Road i.Overlay existing roadway with 2" of new Fiber Reinforced Asphaltic Concrete with PG 64-22 binder (2,267 TN). Build-up shoulder with on-site material to match new finished surface.Other associated work includes clearing and grubbing 1.6 acres, sign relocation, guardrail removal and disposal, and erosion prevention BMP's and seeding.

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.