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ASPHALT CONCRETE PAVING SCHEDULE PAVEMENT REPAIR <br /> Location Quantity <br /> LEFT SIDE RIGHT SIDE Various Locations Throughout Project 50 SY <br /> ROADWAY NAME LOCATION OMAINLINE OMAINLINE O LIMITS OF PAVING <br /> Bennett Drive Sta. 10+14 to Sta. 23+31 12' 12' 28' <br /> Leale Avenue Sta. 10+14 to Sta. 23+31 12' 12' 28' <br /> Meath Drive Sta. 10+14 to Sta. 23+31 14' 14' 32' <br /> Treasure Avenue Sta. 10+14 to Sta. 23+31 10' 10' 24' <br /> PLANING ASPHALT CONCRETE PAVEMENT <br /> Location Quantity <br /> SHOULDER DETAILS (LEFT) Morada Area Streets: <br /> STATION TO STATION Detail LF Bennett Drive at Foppiano Lane <br /> Sto 10+12 to Sta 10+37 138 SY <br /> 11 +56 to 11 +89 2 33 Bennett Drive at Franceen Lane <br /> m 12+09 to 14+00 1 191 Sta 10+39 to Sta 10+64 79 SY <br /> 14+10 to 15+20 2 110 Bennett Drive at Shippee Lane <br /> 15+30 to 23+90 1 860 Sta 23+01 to Sta 23+31 142 SY <br /> C . <br /> C, 24+00 to 30+15 2 615 Leale Ave at Foppiano Lane <br /> 30+25 to 36+63 1 638 Sta 10+12 to Sta 10+37 112 SY <br /> Leale Ave at Cozad Way <br /> CD <br /> Note: 10' Transition of Shoulder Backing Sto 10+69 to Sta 10+94 89 SY <br /> between each Detail change Leale Ave at Franco Avenue <br /> D Sta 10+69 to Sto 10+94 83 SY <br /> D D Leale Ave at Shippee Lane <br /> Sta 23+06 to Sta 23+31 109 SY <br /> rt 4' Min Existing Meath Drive at Foppiano Lane <br /> D See Note Below Surface Sto 10+12 to Sta 10+37 137 SY <br /> cn <br /> Meath Drive at Cozad Wa <br /> K _ _ _ _ Sta 18+28 to Sta 18+53 73 SY <br /> U) m Meath Drive at Franco Avenue <br /> T Sta 18+18 to Sta 18+48 121 SY <br /> 0.50' Asphalt Concrete Meath Drive at Shippee Lane <br /> Sta 23+06 to Sto 23+31 126 SY <br /> PAVEMENT REPAIR DETAIL Treasure Avenue at Foppiano Lane <br /> Sta 10+12 to Sta 10+37 . 93 SY <br /> (Morada Area Streets only) Treasure Avenue at Shippee Lane <br /> Sta 23+06 to Sta 23+31 110 SY <br /> River Drive: <br /> Note: Conform at Plymouth Road <br /> cn <br /> � Approximate dimensions used for estimating Sto 9+83 to Sta 10+08 180 SY <br /> Conform at East End of Project <br /> o purposes are available upon request. Dimensions Sta 36+37 to Sto 36+62 55 SY <br /> and locations are subject to change at the . <br /> engineer's discretion. Total 1,647 SY <br /> M <br /> M <br /> Z <br /> SHOULDER DETAILS AND MORADA AREA STREETS AND Sheet Na. <br /> COUNTY OF SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES RIVER DRIVE RESURFACING 5 of 6 <br /> DRAWN BY DATE PROJE T ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> D. Gombini 8/08 �' ���p - �, ��1��p 7/1//0 <br />