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r <br />.D <br />00 o <br />M <br />z <br />0 <br />1-5 ON RAMP <br />1 <br />,5 OFF RPMP Z <br />Sta 9+48 <br />Begin Project o <br />3. <br />7/0 <br />COLD PLANE FINE GRINDING <br />Location Quantity <br />Sta 40+00 to Sta 92+88 19,222 SQYD <br />Total 19,222 SQYD <br />PAVEMENT REPAIR <br />Location Quantity <br />4 Locations 353 SQYD <br />Total 353 SQYD <br />GEOSYNTHETIC REINFORCED CHIP SEAL <br />Location Quantity <br />Sta 9+48 to Sta 92+88 30,428 SQYD <br />Total 30,428 SQYD <br />0 <br />U`C <br />HOT MIX ASPHALT (TYPE A) <br />Location Quantity <br />Pavement Repair 94 TON <br />Total 94 TON <br />ASPHALT BINDER <br />Location Quantity <br />Sta 10+48 to Sta 91+63 28 TON <br />Total 28 TON <br />COUNTY OF <br />SAN JOAQUIN <br />NOT TO SCALE <br />PLAN <br />AND <br />SUMMARY OF <br />QUANTITIES <br />DRAWN BY <br />DATE PROJECT ENGINEER DATE <br />CHECKED <br />DATE7-7 <br />9"w�a9u� <br />0315 --f 5�-550^z VI( (otI-�- <br />Jif— <br />LEGEND <br />GRCS <br />Sta 92+88 <br />Begin Project <br />ASPHALTIC EMULSION <br />Location Quantity <br />First Application <br />Sto 9+48 to Sta 92+88 44 TON <br />Second Application <br />Sta 9+48 to Sta 92+88 38 TON <br />Total 82 TON <br />RECORD DRAWING <br />Corrections By <br />No Changes <br />Date <br />Any Person Using This Drawing Should Verily <br />All Information By Inspecting The Site Of Wor{ <br />MANCUSO ROAD GEOSYNTHETIC REINFORCED CHIP SEAL <br />(Kasson Road to Northeast End) <br />Sheet No. <br />3 of 3 <br />