Proposed Water, Non-Potable Water, Drainage and Paving Improvements in Peek Road Section 3

1. Approximately 600 LF of 8-inch through 16-inch water line and all appurtenances 2. Approximately 620 LF of 8-inch through 16-inch non-potable water line and all appurtenances 3. Approximately 640 LF of 24-inch storm sewer and all appurtenances 4. Approximately 340 LF of 8’ x 6’ RCB and all appurtenances 5. Approximately 140 LF of 10’ x 14’ RCB and all appurtenances 7. Approximately 260 LF of retaining wall and all appurtenances 8. Approximately 3685 SY of 10-inch concrete pavement 9. Approximately 1,615 LF or reinforced concrete curb.

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 31 -	Earthwork, Erosion and Sedimentation Controls.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Instrumentation and Control for Utilities, Water Utilities, Water Utility Distribution Piping, Water Utility Distribution Equipment, Disinfecting of Water Utility Distribution, Water Utility Storage Tanks, Storm Drainage Utilities, Ponds and Reservoirs, Storm Drainage Structures.