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EP PAVEMENT REPAIR ASPHALT CONCRETE <br /> Conform Location Quantity (TYPE A) <br /> @ E.P. 1 :1 1 :1 8 21 Locations Throughout Project 747 S.Y. Location Quantity <br /> Mainline Resurfacing 6,056 Tons <br /> i_ Existing Width —Conform Intersections 135 Tons <br /> 12' Min. Pavement Repair 373 Tons <br /> PLANING ASPHALT CONCRETE PAVEMENT Driveways 249 Tons <br /> TYPE D Location Quantity Total 6,707 Tons <br /> 0.30' Asphalt Concrete over Peltier Road at Beginning of Project 187.2 S.Y. <br /> shaped and compacted native Peltier Rood at End of Project 224.4 S.Y. <br /> Sowles Road (North Leg) 59.7 S.Y. PAVEMENT REINFORCING FABRIC <br /> Trethewoy Road (North Leg) 62.7 S.Y. <br /> Trethewoy Road (South Leg) 61 .0 S.Y. Location Quantity <br /> EP Total 595.0 S.Y. Sto. 11 +60 to Sto. 114+80 27,520 S.Y. <br /> Conform <br /> R = Conform to ADJUST MONUMENT FRAME AND COVER PLACE MONUMENT FRAME AND COVER <br /> existing radii �_ Existing Width _ Conform Location Quantity <br /> 12' Min. Location Quantit <br /> a Sto. 36+30 1 Each Sto. 62+62 1 Each <br /> co <br /> Sta. 89+38 (11.5' Lt.) 1 Each <br /> N TYPE E <br /> 0 <br /> Variable depth Asphalt Concrete <br /> over existing paved driveway <br /> Paved frontage to be paid for as Type E driveway. <br /> SHOULDER BACKING ADJUST METAL BEAM GUARD RAILING <br /> ® Note: 10' Wide Paved Frontage in this area: Location Quantity Location Quantity <br /> From Sta. 62+90 to Sta. 65+65 (Rt) Sto. 11+10 to Sto. 115+30 3,102 Tons Sta. 61+48 (Rt.) to Sta. 62+35.5 (Rt.) 87.5 L.F. <br /> 21 Sta. 105+67 (Rt.) to Sta. 106+29.5 (Rt.) 62.5 L.F. <br /> � <br /> TYPICAL DRIVEWAYS Total 150.0 L.F. <br /> Z <br /> DRIVEWAYS TYPE D <br /> v m <br /> Location Quantity <br /> 8 Locations 258 S.Y. TERMINAL SYSTEM TYPE SRT <br /> 4' Min. Quantity <br /> See Note Below Existing Location Quay <br /> Surface SW Quad. of Minor Structure W-307 1 Ea. <br /> s SE Quad. of Minor Structure W-309 1 Ea. <br /> N DRIVEWAYS TYPE E Total 2 Ea. <br /> Location Quantity <br /> 0.70' Asphalt Concrete 47 Locations 2,117 S.Y. <br /> 40PAVEMENT REPAIR DETAIL TERMINAL SYSTEM TYPE ET <br /> 4 Location Quantity <br /> Note: Width (4' minimum). Approximate dimensions used for SW Quad. of Minor Structure W-309 1 Ea. <br /> > estimating purposes ore available upon request. Dimensions <br /> X and locations ore subject to change at Engineer's discretion. Total 1 Ea. <br /> r <br /> M <br /> O <br /> COUNTY OF SAN NONE JOA UIN CONSTRUCTION DETAILS PELTIER ROAD RESURFACING Sheet No. <br /> Q AND SUMMARY OF QUANTITIES (Bruella Road to Elliott Road) 5 of 5 <br /> DRAWN BY DATE PROJECT ENGINEER DATE gHE D DATE APPROVAL RECOMMENDED DATE <br /> D. Gainbini 1/07 % 1111,07Zl o X 0 6 <br />