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PAVEMENT REPAIR ADJUST FRAME AND COVER DRIVEWAYS <br /> Location Quantity (WATER VALVE) TYPE NUMBER AREA <br /> 13 Locations Throughout Project 209 SY Location Quantity TYPE D 1 19 SY <br /> Sto 59+90 12 Rt 1 Each TYPE E 6 334 SY <br /> PLANING ASPHALT CONCRETE PAVEMENT St59+94 12' Rt 1 Each TOTAL 353 SY <br /> Sto <br /> 69+96 12' Rt 1 Each <br /> Location Quantity Sto 70+00 (12' Rt) 1 Each PENETRATION TREATMENT <br /> Sto 53+18 to Sto 53+43 90 SY Sto 79+55 (10' Rt) 1 Each Location Quantit <br /> Stu 160+17 to Sta 160+37 213 SY Sto 79+59 (10' Rt) 1 Each y <br /> Total 303 SY Sto 89+51 9' Rt) 1 Each Schulte Lammers Intersection 208 SY <br /> Sto 89+55 �9' Rt) 1 Each Total 208 SY <br /> Stu 99+04 (10' Rt 1 Each <br /> ADJUST MONUMENT FRAME AND COVER Sto 99+13 (10' Rt) 1 Each ASPHALT CONCRETE TYPE A <br /> Location QuantitySto 109+18 (11' Rt 1 Each <br /> Sto 109+22 11' Rt 1 Each Location Quantity <br /> Sta 79+47 1 Each Sic 117+72 11' Rt)) 1 Each Mainline Resurfacing <br /> Sto 106+01 1 Each Stu 117+76 11RtStu 120+22 �11' Rt) 1 Each P1 Each laning Area to Sto 160+17 8,984 Tons <br /> Total 2 Each Sta 120+26 (11' Rt) 1 Each Sta 53+18 to Sto 53+43 15 Tons <br /> Stu 129+75 14' Rt) 1 Each Stu 160+17 to Sto 160+37 25 Tons <br /> ADJUST FRAME AND COVER Sto 129+79 (14' Rt) 1 Each Driveways (Types D & E) 47 Tons <br /> (MAINTENANCE HOLE) Sto 139+31 (14' Rt)) 1 Each Pavement Repair 70 Tons <br /> a_ Sto 139+35 14' Rt 1 Each Total 9,141 Tons <br /> Location Quantity Sto 149+80 8' Rt 1 Each <br /> a Sto 56+77 Stu 151+80 7' Rt 1 Each <br /> (21' Lt) 1 Each Sto 157+80 �5' Rt 1 Each PAVEMENT REINFORCING FABRIC <br /> ' Sta 60+78 (21' Lt) 1 Each Total 23 Each I Location Quantity <br /> Sto 64+79 (21' Lt) 1 Each <br /> g Sta 68+83 (21' Lt) 1 Each Sto 53+43 to Sto 160+17 35,580 SY <br /> R n Sta 72+86 (23' Lt) 1 Each Total 35,580 SY <br /> = nsta 76+86 (23' Lt) 1 Each EARTHWORK MISCELLANEOUS AREAS <br /> g 0 Sta 80+88 (23' Lt) 1 Each Location Quantity <br /> Sto 84+88 (22' Lt) 1 Each Sta 74+10 to Sto 79+40 (Rt) 5 Sto PAVEMENT MARKERS <br /> 3 z Sta 88+91 (21' Lt) 1 Each Sto 145+00 to Sto 160+37 (Lt) 15 Sto (RETROREFLECTIVE BLUE, TYPE D) <br /> g m <br /> Stu 92+95 (20' Lt) t Each Total 20 Sto Location Quantity <br /> _ Sta 96+96 (18' Lt) 1 Each Sta 59+94 1 Each <br /> ag Sto 100+99 (18' Lt) 1 Each <br /> NSto 105+03 (16' Lt) 1 Each Sto 70+00 1 Each <br /> Sta los+Os (14' Lt) 1 Each <br /> SHOULDER BACKING Sto 79+59 1 Each <br /> Stu 113+07 (13' Lt) 1 Each Location Quantity Sta 89+55 1 Each <br /> Sta 117+05 (14' Lt) 1 Each Sto 53+18 to Sto 160+37 2402 Tons StStao 109+22 1 Each <br /> 99+13 1 Each <br /> s ' Lt) 1 Each <br /> Sto 121+11 (15 <br /> a Sto 117+76 1 Each <br /> 's Sta 125+14 (15' Lt) 1 Each Stu 120+26 1 Each <br /> Stu 129+14 (14' Lt) 1 Each Sto 129+79 1 Each <br /> CA Sto 133+16 (13' Lt) 1 Each <br /> .n 5' Lt 1 Each Sto 139+35 1 Each <br /> Sta 137+18 <br /> ( ) Sta 149+80 1 Each <br /> P Sto 141+20 (1' Lt) 1 Each Stu 157+80 1 Each <br /> o Sto 143+92 (5' Rt) 1 Each <br /> p Total 12 Each <br /> m Sta 144+48 (9' Lt) 1 Each <br /> Ax Total 24 Each <br /> T <br /> m <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO Scale SUMMARY OF QUANTITIES SCHULTE ROAD RESURFACING Sheet No. <br /> Q (HANSEN ROAD TO LAMMERS ROAD) 6 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE I CHECKED I DATE I APPROVAL RECOMMENDED DATE <br /> J.Y/ D. C. 9/07JkL "/9�a 7 5-955--15 fyt/, 7 <br />