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CLEANING EXISTING DRAINAGE FACILITIES SHOULDER BACKING <br /> EP Conform @ E.P. —— Location Quantity Location Quantity <br /> 0.12' Asphalt Concrete Acampo Rood Sta. 11+00 to Sto. 58+50 276 Tons <br /> p Sto. 65+10 Lump Sum Sta. 66+75 to Sto. 117+55 367 Tons <br /> 4' �. over shaped & compacted <br /> � native material. � total 643 Tons <br /> PLANING ASPHALT CONCRETE PAVEMENT <br /> Conform Existing Width Location Quantity DRIVEWAYS (TYPE D) <br /> 12' Min. Acompo Rood Location Quantity <br /> Sto. 13+10 to Sto. 28+70 3,813 S.Y. <br /> TYPE -Q Sta. 63+83 to Std. 63+98 50 S.Y. 29 Locations 506 S.Y. <br /> NOTE: Portion of existingconcrete driveway shall be Sto. 64+07 to Sto. 64+42 86 S.Y. <br /> y Sto. 117+05 to Sto. 117+55 133 S.Y. <br /> removed from the edge of pavement to the Brandywine Road (north) 22 S.Y. DRIVEWAYS (TYPE E) <br /> distance listed above. Concrete shall be sow Kennefick Rood (north) 65 S.Y. <br /> cut to provide a neat straight joint at the Kennefick Rood (south) 82 S.Y. Location Quantity <br /> conform line. Total 4,251 S.Y. 23 Locations 649 S.Y. <br /> EP Conform @ E.P. ADJUST MONUMENT FRAME AND COVER ASPHALT CONCRETE (TYPE B) <br /> j Location Quantity Location Quantity <br /> TT Acompo Road ® Kennefick Rood (Sto. 63+52) 1 Each Mainline 3,216 Tons <br /> I. <br /> R R 4'* Acompo Road Q Dustin Rood (Std. 116+10) 1 Each Intersections 88 Tons <br /> u Driveways 142 Tons <br /> ti Total 2 Each <br /> S Total 3,446 Tons <br /> Existing Width Conform <br /> 12' Min. SALVAGE RAILROAD TRACKS AND TIES <br /> D TYPE Location Quontity ASPHALT CONCRETE BASE (TYPE B) <br /> o � Acompo Rood Location Quantity <br /> Variable depth Asphalt Concrete Sto. 64+18 Lump Sum Acompo Rood <br /> R z over existing paved driveway. Sto. 10+00 to Sto. 13+10 213 Tons <br /> N. 99 Frontage Rood E <br /> .�� D R = Confc�cap. to Existing Radii. 9 ( ) <br /> K * Unless Otherwise noted on Plans ROADWAY EXCAVATION Sta. 3+8o to Sta. 4+87 121 tons <br /> Total 334 Tons <br /> -8 TYPICAL DRIVEWAY DETAILS AAccoCmpo Rood ation Quantity <br /> Sto. 10to std. 13+10 161 C.Y. <br /> N 99 Frontage Rood (E) PAVEMENT REINFORCING FABRIC <br /> � <br /> Sto. 3+80 to Sto. 4+87 92 C.Y. Location Quantity <br /> Total 253 C.Y. Acompo Rood (west of tracks) <br /> Sto. 28+70 to Sto. 63+58 7,751 S.Y. <br /> v ' Acompo Rood (east of tracks) <br /> EARTHWORK (MISCELLANEOUS AREAS) Sto. 64+68 to std. 116+55 11,527 S.Y. <br /> Location Quantity Total 19,278 S.Y. <br /> Dustin Road <br /> N Sto. 3+60 to Sto. 4+60 (Rt.) + <br /> to Sta. 5+40 to Sto. 6+40 (Rt.) Lump Sum <br /> M _ <br /> M <br /> M <br /> z <br /> O <br /> COUNTY OF SAN JOAQUN NO SCALE CONSTRUCTION DETAILS & Acompo Road Resurfoc�n Sheet Na. <br /> SUMMARY OF QUANTITIES P g 9 of 9 <br /> DRAWN BY DATE /PROJECT ENGINEER DATE CHECKED IfDATE APPROVAL RECOMMENDED DATE <br /> n �'nm��n� Z �(l� / / _ l•-�/ �1 . /_ .� �+n YM�.. ...s - -- J .41 � . <br />