Specifications include, but are not limited to: NICHOLASVILLE ROAD (US 27) (MP 2.118) FROM 125 FEET SOUTH OF CANARY ROAD, EXTENDING NORTH TO 100 FEET NORTH OF SOUTHLAND DRIVE (MP 3.550), A DISTANCE OF 01.43 MILES.ASPHALT RESURFACING; SIDEWALK RAMPS – The Department will measure Sidewalk Ramps in accordance with Section 505.04; however, the Department will not measure Roadway Excavation or Embankment in Place, but shall be incidental to the Sidewalk. Accept payment at the Contract unit price per square yard as full compensation for all labor, materials, equipment, and incidentals required for removal and disposal of existing sidewalk and curb and gutter, excavation and embankment, construction of the sidewalk ramps, reconstruction of the adjacent curb and/or sidewalk as necessary to install the sidewalk ramps, and restoration of disturbed features in accordance with these notes or as directed by the Engineer.; PAVEMENT MARKINGS: If there is to be a deviation from the existing striping plan, the Engineer will furnish the Contractor a striping plan prior to placement of the final surface course. Install Temporary Striping according to Section 112 with the following exceptions: 1. Include edge lines in Temporary Striping; 2. Place Temporary or Permanent Striping before opening a lane to traffic; 3. If the Contractor’s operations or phasing requires temporary markings that must subsequently be removed from the final surface course, use an approved removable lane tape; however, the Department will not measure removable lane tape for separate payment, but will measure and pay for removable lane tape as temporary striping.; LEVELING & WEDGING PG64-22, QTY 335.00 TON; CL4 ASPH SURF 0.38A PG76-22, QTY 6,115.00 TON; ASPHALT MATERIAL FOR TACK, QTY 41.00 TON; ADJUST MANHOLE FRAME TO GRADE, QTY 5.00 EACH; TEMPORARY SIGNS, QTY 330.00 SQFT; MAINTAIN & CONTROL TRAFFIC, QTY 1.00 LS; PORTABLE CHANGEABLE MESSAGE SIGN, QTY 4.00 EACH; MOBILIZATION FOR MILL & TEXT, QTY 1.00 LS; ASPHALT PAVE MILLING & TEXTURING, QTY 6,115.00 TON; SIDEWALK-4 IN CONCRETE, QTY 540.00 SQYD; ARROW PANEL, QTY 2.00 EACH; CONDUIT-1 IN (TRAFFIC), QTY 555.00 LF; CONDUIT-1 1/4 IN (PLANNING), QTY 50.00 LF; CONDUIT-2 IN (PLANNING), QTY 30.00 LF; ELECTRICAL JUNCTION BOX TYPE B (TRAFFIC), QTY 8.00 EACH; TRENCHING AND BACKFILLING (PLANNING), QTY 65.00 LF; TRENCHING AND BACKFILLING (TRAFFIC), QTY 1,071.00 LF; LOOP WIRE (PLANNING), QTY 3,900.00 LF; LOOP WIRE (TRAFFIC), QTY 11,945.00 LF; CABLE-NO. 14/1 PAIR (TRAFFIC), QTY 6,425.00 LF; LOOP SAW SLOT AND FILL (PLANNING), QTY 660.00 LF; LOOP SAW SLOT AND FILL (TRAFFIC), QTY 4,920.00 LF; PAVE STRIPING-TEMP PAINT-4 IN, QTY 31,350.00 LF; PAVE STRIPING-PERM PAINT-4 IN, QTY 1,000.00 LF; PAVE STRIPING-THERMO-6 IN W, QTY 13,850.00 LF; PAVE STRIPING-THERMO-6 IN Y, QTY 16,500.00 LF; PAVE STRIPING-THERMO-12 IN W, QTY 2,600.00 LF; PAVE STRIPING-DUR TY 1-6 IN W, QTY 1,100.00 LF; PAVE STRIPING-DUR TY 1-6 IN Y, QTY 430.00 LF; PAVE MARKING-THERMO X-WALK-6 IN, QTY 3,005.00 LF; PAVE MARKING-THERMO X-WALK-12 IN, QTY 3,500.00 LF; PAVE MARKING-THERMO STOP BAR-24IN, QTY 825.00 LF