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swings of Record <br /> PAVEMENT REPAIR 8" THERMOPLASTIC <br /> Location Quantity TRAFFIC STRIPE - ---- "` <br /> Sto. 19+65 18' Rt. 168 S.Y. Location Quantity pate ----- <br /> Ste 18+92 to Ste. 19+75 178 L.F. <br /> 12' <br /> i <br /> v <br /> Q ASPHALT CONCRETE (TYPE A) <br /> N Location Quantity Existing <br /> Surface <br /> Ste. 19+65 (18' Rt.) 112 Tons — - — <br /> THERMOPLASTIC PAVEMENT <br /> MARKINGS <br /> N Location Quantity 00' Asphalt Concrete <br /> REPLACE FRAME AND COVER s Locations <br /> 3 <br /> 3 White Type III (L) Arrow 42 S.F. <br /> p (SANITARY SEWER MAINTENANCE HOLE) While Type III (L) Arrow 42 S.F. <br /> E White Type 11 (R) Arrow 45 S.F. PAVEMENT REPAIR <br /> g Location Quantity Total 129 S.F. <br /> m Ste 19+12 (16' Rt.) 1 EA. <br /> n �0 <br /> d m <br /> NOTE <br /> u <br /> Asphalt concrete shall be placed in three (3) layers. The <br /> o " lowest layer shall not not exceed 0.45' in thickness, <br /> 12 THERMOPLASTIC the middle layer shall not exceed 0.40' in thickness, and <br /> TRAFFIC STRIPE the top layer shall be 0.15' in thickness. Placement of <br /> PAVEMENT MARKERS second layer may commence when the lowest layer is <br /> Location Quantity thoroughly compacted. The top layer shall be placed at <br /> Location Quantity least 12 hours after the placement of the second layer. <br /> !\ a Ste 19+84 50 L.F. Temporary asphalt concrete tapers should be placed at <br /> V o Sta. 19+65 18' Rt. 8 EA. pavement repair so that no more than 0.10' drop remains <br /> A <br /> f at the end of the first day. <br /> m <br /> A <br /> r <br /> m <br /> rw Z <br /> COUNTY OF SAN JOA UIN No SCALE SUMMARY OF QUANTITIES STAR STREET PAVEMENT REPAIR Sheet No. <br /> Q AND CONSTRUCTION DETAILS (State Highway Route 12 to 125' South) 5 of 5 <br /> DRAWN BY DATE PROJECT ENGINEER DATE DATE <br /> %=rrgrdo <br /> cnRol . ° p � <br /> mlra <br />