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ASPHALT CONCRETE BASE (TYPE B) <br /> Location Quantity 24 INCH STORM DRAIN INLET * <br /> Widening areas throughout project 1,114 C.Y. (SDI) <br /> Location Quantity <br /> Sta. 28+40 1 Each <br /> PAVEMENT REINFORCING FABRIC Sta. 29+60 1 Each <br /> Location Quantity Total 2 Each <br /> m <br /> z Sta. 1 +46 to Sta. 39+5810,165 S.Y. * Denotes Miscellaneous Facilities <br /> o (24' Wide) <br /> Sta. 32+20 to Sto. 134+44 23,188 S.Y. <br /> (22' Wide) FRAME AND GRATE ' <br /> i <br /> Total 33,353 S.Y. (24 INCH SDI) <br /> n <br /> A Location Quantity <br /> o <br /> 0 0 <br /> m 4 INCH DIAMETER PVC PIPE Sta. 28+40 1 Each <br /> S <br /> > (SCHEDULE 40) Sta. 29+60 1 Each <br /> � m <br /> i <br /> Location Quantity Total 2 Each <br /> o Sta. 29+60 Rt. 5 Feet ♦ Denotes Miscellaneous Metal <br /> Sta. 29+71 Rt. 5 Feet <br /> Total 10 Feet PLACE MONUMENT FRAME & COVER <br /> 0 <br /> Location Quantity <br /> FA <br /> 12 INCH DIAMETER REINFORCED Sta. 14+30t (® Eastern Heights Rd.) 1 Each <br /> CONCRETE PIPE (Class IIQ Sta. 25+33t (® Hewitt Rd.) 1 Each <br /> Sta. 27+89t (® First Ave.) 1 Each , <br /> 1 N Location Quantity Sta. 54+38t (® 1/4 Sec. Car.) i Each <br /> o Sta. 28+40 to Sta. 30+33 Rt. 193 Feet Sta. 107+98t (® 1/4 Sec. Cor.) 1 Each <br /> m Sta. 28+40 to Sta. 28+90 Lt. 50 Feet Sta. 133+98t (® Flood Rd.) 1 Each <br /> A Stu. 28+40 (Stub East) 5 Feet <br /> Total 6 Each <br /> o Total 248 Feet <br /> COUNTY OF SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES FINE ROAD RESURFACING Sheet No. <br /> (Copperopolis Road to Flood Road East) 10 of 10 <br /> DRAWN BY DATE PR JECT ENGINEER DATE DATE SUBMITTED DATE AP OVAL RECOMMENDED DATE <br /> O. Ja les 8/ 01 %Slate <br />