1. All traffic control and protection and direction of traffic necessary for safety of motorists as required by the Oregon Manual on Uniform Traffic Control Devices. 2. Provide all equipment, material and labor to pave the roadway as specified in the Special Provisions. 3. OLD HWY. 30 SVENSEN (CONROY ROAD TO KOPPISCH ROAD) a. Pave approximately 150 feet with ODOT Level 2 – ½” ACP to a depth of 4”, in 5 cut-outs as directed and as depicted on page 46. b. Cold plane for a tapered 2” butt joint at the point of beginning at the Conroy-Old Hwy. 30 intersection and at the end point of the Old Hwy 30 Svensen – Koppisch Road intersection. Overlay between the two tapered sections approximately onemile to a depth of 2” c. Pave 14 driveway approaches to match the new roadway asphalt elevation. Pave existing aggregate approaches as directed. Average paving depth of existing aggregate approaches is 10’; width as directed. d. Approximate AC quantity equals 2,130 tons. e. Paving schedule shall be coordinated with the County. 4. ALLEN ROAD a. Overlay all of Allen Road, approximately 760 feet with ODOT Level 2 – ½” ACP to a depth of 2” as depicted on Page 46. b. Approximate AC quantity equals 300 tons. c. Paving schedule shall be coordinated with the County. 5. OLD HWY 30 KNAPPA (MP 1.79 TO HWY 30) a. Pave approximately 300 feet x 15’ wide with ODOT Level 2 – ½” ACP to a depth of 3” behind Logger Restaurant (Old Hwy 30). Approximate AC quantity equals 97 tons. County is reconstructing road. b. Overlay approximately 980 feet with ODOT Level 2 – ½” ACP to a depth of 2”, from Old Market Road to Allen Road. Pave 3 commercial approaches, average paving depth of existing aggregate approaches is 10’; width as directed. Approximate AC quantity equals 405 tons. Cold plane for a tapered 2” butt joint at the point of beginning at the Old Market Road-Old Hwy. 30 Knappa intersection. c. Pave approximately 220 feet with ODOT Level 2 – ½” ACP to a depth of 6”, near the intersection of Allen Road to Hwy 30-Old Hwy 30. intersection. County is reconstructing road. Since this is the main intersection, consideration will be given if paving at night is preferred. Approximate AC quantity equals 330 tons. d. Paving schedule shall be coordinated with the County.
