1. MATERIAL AND CONSTRUCTION OF ASPHALT PAVEMENT AND CONCRETE IMPROVEMENTS SHAL CONFORM TO STATE STANDARDS AND SPECIFICATIONS. A. AGGREGATE BASE- CLASS II WITH GRADING AND QUALITY AS SPECIFIED IN SECTION 26 OF THE STATE STANDARD SPECIFICATIONS. B. ASPHALT CONCRETE- TYPE A 3/8" MAXIMUM, MEDIUM AGGREGATE, AS SPECIFIED IN SECTION 39 OF THE STATE STANDARD SPECIFICATIONS. C. PRIME COAT- LIQUID ASPHALT TYPE MC-70 OR MC-250 AS SPECIFIED IN SECTION 93 OF THE STATE STANDARD SPECIFICATIONS. D. TACK COAT- EMULSIFIED ASPHALT TYPE SS-1, SS-1H, CSS-1, OR CSS-1H AS SPECIFIE IN SECTION 94 OF THE STATE STANDARD SPECIFICATIONS, DILUTED WITH THREE PARTS WATER TO ONE PART EMULSIFIED ASPHALT. E. SLURRY COAT- "POLY-KOTE" TA-1000, "OVERKOTE" BY REED & GRAHAM, OR APPROVE EQUAL. 2. UNLESS OTHERWISE NOTED, PAVING CONFORMS SHALL BE MADE AT A SMOOTHLY TRIMMED BUTT JOINT. DO NOT OVERLAP EXISTING PAVEMENT. 3. EXISTING CURB GUTTERS OR SIDEWALKS THAT ARE DAMAGED OR DISPLACED, EVEN THOUGH THEY WERE NOT TO BE REMOVED, SHALL BE REPAIRED OR REPLACED EVEN IF DAMAGE OR DISPLACEMENT OCCURRED PRIOR TO ANY WORK PERFORMED BY THE CONTRACTOR. 4. WHERE ANY PIPE IS TO BE INSTALLED AT SUCH A GRADE THAT ANY PART OF THE PIPE WILL BE ABOVE THE SUBGRADE LINE, THAT PIPE SHALL BE INSTALLED AFTER THE SUBBASE IS COMPLETED AND SHALL BE SUPPORTED. 5. MANHOLES, WATER VALVE BOXES, AND CLEAN OUT FRAMES AND COVERS SHALL BE BROUGHT TO FINISHED GRADE BY THE CONTRACTOR AFTER PAVING IS COMPLETED. 6. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 7. FINISHED TOP OF CURB AND PAVEMENT GRADES ARE GIVEN AT CRITICAL POINTS. GRADES BETWEEN THESE POINTS TO BE CONSTRUCTED ON A STRAIGHT GRADIENT. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY GRAFFITI CARVED INTO CURING CONCRETE. 9. SAW CUT ALL CONCRETE AND ASPHALT JOINTS PRIOR TO REMOVAL. 10. SEAL COAT ALL NEW AND EXISTING AC PAVEMENT PRIOR TO STRIPING. 11. CONSTRUCT 2"x 6"REDWOOD HEADERS ALONG ALL NEW AC PAVEMENT BORDERING SOIL.
