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PAVEMENT REINFORCING FABRIC <br />Location Quantity <br />Sta 125+40 to Sta 409+38 Total 56;790 _,Y <br />71 "x47" CORRUGATED STEEL PIPE—ARCH <br />I Location Quantity I <br />Collier Road and Graham Road Total c LF <br />SACKED CONCRETE SLOPE PROTECTION <br />I Location Quantity I <br />Collier Road and Graham Road Total ;Y <br />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />�. govsaoy 09!2012 i�j a/4 <br />r --Conform <br />I @ EP (New) A New EP <br />0.30' Asphalt Concrete over. 8, <br />1:1 shaped & compacted native.. 1:1 <br />A <br />Existing Width —Conform <br />(' 12' Min <br />TYPE D <br />Const New <br />EP Driveway <br />----,^ AC Overlay 8'* o <br />i O <br />Var„ V_ a�_(l oq max) <br />r J <br />Existing 0.30' AC Exist <br />Roadway Surface <br />SECTION A—A <br />�Conform <br />@ EP (New) B <br />11 New EP <br />Variable depth Asphalt <br />8' R Concrete over existing poved R <br />driveways and frontages. <br />Conform <br />@ 0.04' g <br />over exist <br />surface. Existing Width <br />12' Min <br />TYP E E Q) <br />z <br />Const New <br />EP Driveway <br />--v^ AC Overlay ►' - 8' o <br />X. <br />0 NE <br />Varma Var0.04 <br />V(109,' Max) <br />depth <br />Existing AC cc <br />LVar overL Existn M <br />Roadway exist surface Surfac v; <br />SECTION B—B 0 <br />iL_t <br />CL <br />TYPICAL DRIVEWAY DETAILS <br />Concrete Driveways <br />Sta 218+22, Sto 223+23, Sta 240+24*, Sta 264+30, Sta 306+14, <br />Sta 308+67, Sto 323+53, Sta 340+54, Sta 352+74, Sta 360+49, <br />Sta 362+92t Sto 373+08 and Sto 375+02 <br />SUMMARY OF QUANTITIES <br />do DRIVEWAY DETAILS <br />CHEE�CK�EED^ DATE <br />NOTE: Portion of existing concrete driveway shall be <br />removed from the edge of pavement to the distance listed <br />above. Concrete shall be saw cut to provide a neat joint <br />at the conform line. <br />Concrete Driveways at Sta 240+24 and Sta 362+92 <br />shall be saw cut and placed at 4' maximum <br />COLLIER ROAD RESURFACINGI Sheet No. <br />(650' w/o Dustin Road to 1,200' e/o Tully Road) 8 of 8 <br />PLACE <br />MONUMENT <br />FRAME & COVER <br />Location <br />Quantity <br />Sto <br />131+78 <br />1 Each <br />Sto <br />158+05 <br />1 Each <br />Sto <br />211+24 <br />1 Each <br />Sto <br />211+52 <br />1 Each <br />Sta <br />237+92 <br />1 Each <br />Sta <br />264+24 <br />1 Each <br />Sta <br />317+69 <br />1 Each <br />Sta <br />331+07 <br />1 Each <br />Sto <br />344+48 <br />1 Each <br />Sto <br />357+74 <br />1 Each <br />Sta <br />371+01 <br />1 Each <br />Sta <br />397+58 <br />CE <br />1 Each <br />Total 12 Each <br />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />�. govsaoy 09!2012 i�j a/4 <br />r --Conform <br />I @ EP (New) A New EP <br />0.30' Asphalt Concrete over. 8, <br />1:1 shaped & compacted native.. 1:1 <br />A <br />Existing Width —Conform <br />(' 12' Min <br />TYPE D <br />Const New <br />EP Driveway <br />----,^ AC Overlay 8'* o <br />i O <br />Var„ V_ a�_(l oq max) <br />r J <br />Existing 0.30' AC Exist <br />Roadway Surface <br />SECTION A—A <br />�Conform <br />@ EP (New) B <br />11 New EP <br />Variable depth Asphalt <br />8' R Concrete over existing poved R <br />driveways and frontages. <br />Conform <br />@ 0.04' g <br />over exist <br />surface. Existing Width <br />12' Min <br />TYP E E Q) <br />z <br />Const New <br />EP Driveway <br />--v^ AC Overlay ►' - 8' o <br />X. <br />0 NE <br />Varma Var0.04 <br />V(109,' Max) <br />depth <br />Existing AC cc <br />LVar overL Existn M <br />Roadway exist surface Surfac v; <br />SECTION B—B 0 <br />iL_t <br />CL <br />TYPICAL DRIVEWAY DETAILS <br />Concrete Driveways <br />Sta 218+22, Sto 223+23, Sta 240+24*, Sta 264+30, Sta 306+14, <br />Sta 308+67, Sto 323+53, Sta 340+54, Sta 352+74, Sta 360+49, <br />Sta 362+92t Sto 373+08 and Sto 375+02 <br />SUMMARY OF QUANTITIES <br />do DRIVEWAY DETAILS <br />CHEE�CK�EED^ DATE <br />NOTE: Portion of existing concrete driveway shall be <br />removed from the edge of pavement to the distance listed <br />above. Concrete shall be saw cut to provide a neat joint <br />at the conform line. <br />Concrete Driveways at Sta 240+24 and Sta 362+92 <br />shall be saw cut and placed at 4' maximum <br />COLLIER ROAD RESURFACINGI Sheet No. <br />(650' w/o Dustin Road to 1,200' e/o Tully Road) 8 of 8 <br />