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PAD, <br />r <br />I <br />0 <br />CLEANING <br />EXISTING <br />DRAINAGE FACILITIES <br />Location <br />Quantity <br />Sta 10+18 to <br />Sta 10+32 <br />Quantity <br />Sta 10+18 <br />(40' <br />Lt) <br />Storm <br />Drain <br />Inlet <br />Sta 14+39 <br />(25' <br />Lt) <br />Storm <br />Drain <br />Inlet <br />Sta 18+30 <br />(25' <br />Lt) <br />Storm <br />Drain <br />Inlet <br />Sta 23+23 <br />(25' <br />Rt) <br />Storm <br />Drain <br />Inlet <br />Sta 23+35 <br />(25' <br />Lt) <br />Storm <br />Drain <br />Inlet <br />LUMP SUM <br />PAVEMENT REPAIR <br />Location Quantity <br />Various Locations Throughout 909 SQYD <br />Total 909 SQYD <br />PLANING ASPHALT CONCRETE PAVEMENT <br />Location Quantity <br />Sta 10+18 to Sta 19+96 4,781 SQYD <br />Sta 19+96 to Sta 25+95 3.195 SQYD <br />Total 7,976 SQYD <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGIN ER <br />L. Aguilar 41 a....00 .,� • <br />NO SCALE <br />DATE <br />Vlslof <br />MODIFY CURB RAMP AND RETROFIT CURB <br />RAMP DETECTABLE WARNING SURFACE <br />Location Quantity <br />NW Corner at Ryde . Avenue 1 Each <br />SW Corner at Ryde Avenue 1 Each <br />Total 2 Each <br />ASPHALT CONCRETE (TYPE B) <br />Location Quantity <br />Mainline Resurfacing 1,064 Tons <br />Pavement Repair 394 Tons <br />AC (Miscellaneous Areas) 17 Tons <br />Totat 1,475 Tons <br />PAVEMENT REINFORCING FABRIC <br />Location Quantity <br />Sta 10+18 to Sta 19+96 4,563 SQYD <br />Sta 19+96 to Sta 25+95 3,061 SQYD <br />Total 7,624 SQYD <br />SUMMARY OF QUANTITIES <br />CHECKED BY DATE <br />(CURB, <br />MINOR CONCRETE <br />GUTTER_ AND SIDEWALK) <br />Location <br />Quantity <br />Sta 10+18 to <br />Sta 10+32 <br />(Left) <br />28 LF <br />Sta 24+99 to <br />Sta 25+19 <br />(Right) <br />20 LF <br />Sta 25+38 to <br />Sta 25+91 <br />(Right) <br />53 LF <br />Total 101 ' LF <br />MINOR CONCRETE <br />(CURB AND GUTTER) <br />Location Quantity <br />Sta 10+42 to Sta 12+06 (Left) 164 LF <br />Total 164 LF <br />MICHIGAN AVENUE RESURFACINGSheet No. <br />6 of 6 <br />