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Conform ® E.P. <br /> EP PAVEMENT REPAIR SHOULDER BACKING <br /> Quantity Location Quantity <br /> _A-- 8 LOCATIONS 175 S.Y. Sto. 299+50 to Sta. 354+00 1,126 Tons <br /> \--1;77Conform <br /> Existing Width <br /> 12' Min. PLANING ASPHALT <br /> 0.30' Asphalt Concrete over shaped CONCRETE PAVEMENT DRIVEWAYS <br /> and compacted native material. Location Quantity Quantity <br /> �Q Type No. I Area <br /> m - Sta. 299+50 to Sta. 300+00 189 S.Y. <br /> D 6 332 S.Y. <br /> Sta. 353+50 to Sta. 354+00 200 S.Y. E 40 1,451 S.Y. <br /> _.� Ffx7rovy FISK ROAD INTERSECTION 56 S.Y. <br /> Conform 0 E.P. Sto. 325+75 to Sta. 326+50 (16'LT.) 50 S.Y. ASPHALT CONCRETE <br /> -o <br /> EP Total 495 S.Y. <br /> A <br /> o 8 * R R Location Quantity <br /> n <br /> * 9' Sta. 317+85 (Lt.) Conform Mainline 2,741 Tons <br /> Existino Width REMOVE CONCRETE—(PORTION) Intersection 29 Tons <br /> a 12' Min. Driveways 230 Tons <br /> Variable depth Asphalt Concrete Location Pavement Repair 88 Tons <br /> / n over existing paved driveway. Sta. 328+00 (25' Lt.) Irrigation Headwall <br /> V R = Conform to Existing Radii.TYPE <br /> Total 3,088 Tons <br /> N —� EARTHWORK PAVEMENT REINFORCING <br /> o (Miscellaneous Areas) FABRIC <br /> J p TYPICAL DRIVEWAY DETAIL Location Quantity Location Quantity <br /> WT <br /> m Sta. 334+25 to Sto 341+00 6.75 Sta. Sta. 300+00 to Sta. 353+50 14,267 S.Y. <br /> z <br /> 0 <br /> COUNTY OF SAN JOA V11r NO SCALE SUMMARY OF QUANTITIES AIRPORT WAY RESURFACING sheet No. <br /> Q AND DRIVEWAY DETAILS ±800' N/0 Roth Road to ±600' S 0 French COMO Road 7 of 7 <br /> DRAWN BY DATTE. PROJECT ENGINEER DATE CHE ED DATE SOBMITIED I DATE I APnrw COMMENDED DATE <br /> &n.Q ��t] N // � ' <br />