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PLANING ASPHALT CONCRETE <br />PAVEMENT <br />Location <br />Quantity (SQYD) <br />Sta <br />10+12 <br />to <br />Sta <br />10+87 <br />Murphy <br />275 <br />Sta <br />39+15 <br />to <br />Sta <br />40+65 <br />Murphy <br />333 <br />Sta <br />41+02 <br />to <br />Sta <br />42+52 <br />Murphy <br />340 <br />Sta <br />10+11 <br />to <br />Sta <br />10+86 <br />Avena <br />279 <br />Sta <br />95+14 <br />to <br />Sta <br />96+64 <br />Murphy <br />365 <br />Sta <br />96+87 <br />to <br />Sta <br />98+37 <br />Murphy <br />377 <br />Sta <br />114+61 <br />to <br />Sta <br />116+79 Murphy 538 <br />Sta <br />10+11 <br />to <br />Sta <br />10+44 <br />Dodds <br />205 <br />Tota l <br />2,712 <br />PAVEMENT REPAIR <br />Location Quantity (SQYD) <br />27 Locations Total 675 <br />ADJUST FRAME AND COVER <br />(SSJID UTILITY VAULT) <br />Location Quantity (EA) <br />Ste 191-11 (1"5' RT}— <br />Ste <br />T} - 1 <br />1 <br />i <br />Total 3 <br />ADJUST FRAME AND COVER <br />(SSJID CATHODIC PROTECTION TEST) <br />Location <br />Sta 86+66 (5' RT) <br />Sta 116+13 (6' RT) <br />Quantity (EA) <br />1 <br />1 <br />1 <br />Total 3 <br />ADJUST FRAME AND COVER <br />(SSJID WATER VALVE) <br />Location <br />Sta <br />18+09 <br />ADJUST FRAME AND COVER <br />RT) <br />Sta <br />(MONUMENT) <br />(2' <br />RT) <br />Location Quantity (EA) <br />Sta 36+54 2' LT 1 <br />(6' <br />RT) <br />Sta <br />36+12 <br />Sta 63+08 1 ' LT 1 <br />Sta 89+65 1 <br />RT) <br />Sta <br />Sta 116+21 1 <br />(6' <br />RT) <br />Total 4 <br />42+60 <br />z <br />0 <br />RT) <br />ADJUST FRAME AND COVER <br />(SSJID UTILITY VAULT) <br />Location Quantity (EA) <br />Ste 191-11 (1"5' RT}— <br />Ste <br />T} - 1 <br />1 <br />i <br />Total 3 <br />ADJUST FRAME AND COVER <br />(SSJID CATHODIC PROTECTION TEST) <br />Location <br />Sta 86+66 (5' RT) <br />Sta 116+13 (6' RT) <br />Quantity (EA) <br />1 <br />1 <br />1 <br />Total 3 <br />ADJUST FRAME AND COVER <br />(SSJID WATER VALVE) <br />Location <br />Sta <br />18+09 <br />(6' <br />RT) <br />Sta <br />19+28 <br />(2' <br />RT) <br />Sta <br />20+84 <br />(6' <br />RT) <br />Sta <br />36+12 <br />(2' <br />RT) <br />Sta <br />37+67 <br />(6' <br />RT) <br />Sta <br />42+60 <br />(8' <br />RT) <br />Sta <br />77+34 <br />(6' <br />RT) <br />Sta <br />89+49 <br />(8' <br />RT) <br />Sta <br />90+56 <br />(6' <br />RT) <br />Sta <br />116+18 <br />(6' <br />RT) <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />7 Towers <br />Quantity (EA) <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />Total 10 <br />ADJUST FRAME AND COVER <br />(SSJID MAINTENANCE HOLE) <br />Location Quantity (EA) <br />Sta 19+28 (13' LT) 1 <br />Sta 36+11 (14' LT) 1 <br />Sta 89+49 (12' RT) 1 <br />Total 3 <br />SHOULDER BACKING <br />Location Quantity (TON) <br />Mainline <br />Sta 10+ 12 to Sta 116+79 Total 1,527 <br />DRIVEWAY (TYPE D) <br />Location Quantity (SQYD) <br />21 Locations Total 712 <br />DRIVEWAY (TYPE E) <br />Location Quantity (SQYD) <br />12 Locations Total 544 <br />PENETRATION TREATMENT <br />Location Quantity (SQYD) <br />6 Locations Total 284 <br />NO SCALE I SUMMARY OF QUANTITIES <br />CHECKED DATE <br />HOT MIX ASPHALT (TYPE A) <br />Location Quantity (TON) <br />Mainline 4,345 <br />Tapered Edge 85 <br />Driveways (Types D & E) 195 <br />Pavement Repair 225 <br />Total 4,850 <br />EOSYNTH ETIC PAVEMENT I NTERLA <br />(PAVING FABRIC) <br />Location <br />Sta <br />10+12 <br />to <br />40+65 <br />Sta <br />41 +02 <br />to <br />96+64 <br />Sta <br />96+87 <br />to <br />116+79 <br />Quantity (SQYD) <br />6,958 <br />12,762 <br />4.675 <br />Total 24,395 <br />RECORD DRAWING <br />Corr oonrtic <br />Chaeoato q,ft <br />Any Mmem tis" This Drawing Should V-14'� <br />AN Information By Inspecting The Site 0 <br />MURPHY ROAD RESURFACING <br />(Lone Tree Road to Dodds Road) <br />Sheet No. <br />5 of 5 <br />