Specifications include, but are not limited to: THIS PROJECT CONSISTS OF OVER LAY ON FIVE (5) COUNTY ROADS AS DETAILED BELOW: BURKE COUNTY- EBENEZER CHURCH ROAD 1. BEGINNING AT SR 23 INTERSECTION FOR A DISTANCE OF 3.90 MILES AND ENDING AT PAVING JOINT 500 FT SOUTH OF RIVER ROAD. LEVEL WITH 90 LBS/SQ YD OF ASPHALTIC CONCRETE OPEN GRADED INTERLAYER. RESURFACE WITH 135 LBS/SQ YD OF 9.5MM MIX. STRIPE CENTERLINE AND EDGE LINES INCLUDING STOP BARS. AVERAGE WIDTH 21 FT. ALL DRIVEWAYS TO HAVE MINIMUM 2FT APRONS. PAVED COUNTY SIDE ROAD, JACK DELAIGLE ROAD SHALL HAVE 30 FT APRON AND STRIPING FOR APRON INCLUDING STOP BAR. LENGTH OF PAVING 3.90 MILES. BURKE COUNTY- TOM BARGERON ROAD 2. BEGINNING AT SR 23 INTERSECTION AND ENDING 0.75 MILES FROM SR 23. SPOT LEVEL WITH 9.5MM MIX AS DIRECTED BY ROAD SUPERINTENDENT. RESURFACE SAME SECTION OF ROADWAY WITH 160 LBS/SQYD OF 9.5 MM MIX FOR 0.75 MILES. ALL DRIVEWAYS AND COUNTY PAVED ROADS TO HAVE MINIMUM 2 FT APRONS. AVERAGE WIDTH 21 FT. (NO STRIPING) LENGTH OF PAVING 0.75 MILES BURKE COUNTY – JOHNSON ROAD 3. BEGINNING AT SR 23 INTERSECTION AND ENDING 0.40 MILES FROM SR 23. SPOT LEVEL WITH 9.5MM MIX AS DIRECTED BY THE ROAD SUPERINTENDENT. RESURFACE SAME SECTION OF ROADWAY WITH 160 LBS/SQ YD OF 9.5MM MIX FOR 0.40 MILES. AVERAGE WIDTH 25 FT. (NO STRIPING) LENGTH OF PAVING 0.40 MILES BURKE COUNTY- WYATT PLACE ROAD 4. ON WYATT PLACE ROAD 1.60 MILES FROM SR 305. BEGIN SPOT LEVELING WITH 9.5MM MIX AS DIRECTED BY THE ROAD SUPERINTENDENT AND END SPOT LEVELING AFTER 0.45 MILES. RESURFACE SAME SECTION OF ROADWAY WITH 160 LBS/SQ YD OF 9.5MM MIX. AVERAGE WIDTH 25 FT. (NO STRIPING) LENGTH OF PAVING 0.45 MILES BURKE COUNTY-GOUGH SPUR ROAD 5. ON GOUGH SPUR ROAD 1.00 MILE FROM SR 80. BEGIN SPOT LEVELING WITH 9.5MM MIX AS DIRECTED BY THE ROAD SUPERINTENDENT AND END SPOT LEVELING AFTER 1000 FT. RESURFACE SAME SECTION OF ROADWAY WITH 160 LBS PER SQYD OF 9.5MM MIX. AVERAGE WIDTH 21 FT. (NO STRIPING) LENGTH OF PAVING 0.20 MILES TRAFFIC CONTROL RECYCLED ASPH CONC 9.5 MM SUPERPAVE, TYPE I, Blend 1 INCL BITUM MATL & H-LIME BITUM TACK COAT ASPHALTIC CONCRETE OPEN GRADED INTERLAYER, GROUP-BLEND, INCLUDING BITUMINOUS MATERIALS AND HYDRATED LIME 5 IN SOLID PAINT STRIPING, WHITE 5 IN SOLID PAINT STRIPING, YELLOW 5 IN SKIP TRAFFIC STRIPE, YELLOW SOLID TRAFFIC STRIPE 24 IN, WHITE