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D <br />C� <br />D <br />0 <br />M <br />z <br />D <br />M <br />F., <br />PAVEMENT REPAIR <br />Location Quantity <br />Various Locations 329 S.Y. <br />PLANING ASPHALT <br />CONCRETE PAVEMENT <br />Location Quantity <br />Sta. 9+00 <br />to Sta. 9+50 <br />133 <br />S.Y. <br />Beecher Road <br />(North) <br />37 <br />S.Y. <br />Beecher Road <br />(South) <br />40 <br />S.Y. <br />Sta. 123+85 <br />to Sta. 124+10 <br />88 <br />S.Y. <br />Sta. 84+50 (Lt.) <br />TOTAL <br />298 <br />S.Y. <br />EARTHWORK <br />(MISCELLANEOUS AREAS) <br />Location <br />No. <br />Area <br />Quantity <br />Sta. 35+50 <br />to <br />Sta. 37+50 (Lt.) <br />2 STA. <br />Sta. 58+50 <br />to <br />Sta. 66+00 (Lt.) <br />7.5 STA. <br />Sta. 79+50 <br />to <br />Sta. 84+50 (Lt.) <br />5 STA. <br />Sta. 122+50 <br />to <br />Sto. 123+50 (Lt.) <br />1 STA. <br />TOTAL 4 Each <br />TOTAL <br />15.5 STA. <br />SHOULDER BACKING <br />Location Quantity <br />I Sto. 9+00 to Sta. 124+10 3,076 Tons I <br />DRIVEWAYS <br />Type <br />Quantity <br />No. <br />Area <br />Driveways Type "D" <br />10 <br />272 S.Y. <br />Driveways Type "E" <br />13 <br />645 S.Y. <br />12" <br />A.C. Overlay_,,Deo. or <br />Standard frame and <br />cover assembly <br />(Refer to SJCO Std. <br />Dwg. CW -M1.) <br />r Exist. Roadway <br />P.C.C. <br />Exist. survey monument <br />Undisturbed- to remain in place and <br />basement soil ✓ undisturbed. <br />PLACE SURVEY MONUMENT DETAIL <br />ASPHALT CONCRETE <br />(TYPE <br />B) <br />Location <br />Quantity <br />Mainline <br />5,141 <br />Tons <br />Driveways <br />126 <br />Tons <br />Pavement Repair <br />110 <br />Tons <br />TOTAL 5,377 Tons <br />PAVEMENT REINFORCING FABRIC <br />Location Quantity <br />Sta. 9+50 to Sta. 123+85 27,952 S.Y. <br />EP <br />EP <br />0 <br />Conform @ E.P. <br />6' <br />Conform 0.30' Asphalt Concrete <br />over shaped and <br />_ Existing Width Compacted native material. <br />12' Min. <br />TYPE D <br />- Conform Q E.P. <br />R 6' <br />Conform Variable depth Asphalt <br />Concrete over existing <br />Existing Width driveway. <br />12' Min. R = Conform to Existing <br />TYPE E Radii. <br />TYPICAL DRIVEWAY DETAILS <br />4' Minimum —►� <br />Existing <br />)ce <br />. -r.._._ <br />Concrete <br />PAVEMENT REPAIR DETAIL <br />Note: Width (4' minimum), length and locations <br />to be determined by the Engineer. <br />COUNTY <br />PLACE <br />MONUMENT <br />SCALE <br />FRAME <br />AND COVER <br />Location <br />Quantity <br />Sta. <br />18+70 <br />1 Each <br />Sta. <br />45+29 <br />1 Each <br />Sta. <br />71+87 <br />1 Each <br />Sta. <br />98+28 <br />1 Each <br />TOTAL 4 Each <br />EP <br />EP <br />0 <br />Conform @ E.P. <br />6' <br />Conform 0.30' Asphalt Concrete <br />over shaped and <br />_ Existing Width Compacted native material. <br />12' Min. <br />TYPE D <br />- Conform Q E.P. <br />R 6' <br />Conform Variable depth Asphalt <br />Concrete over existing <br />Existing Width driveway. <br />12' Min. R = Conform to Existing <br />TYPE E Radii. <br />TYPICAL DRIVEWAY DETAILS <br />4' Minimum —►� <br />Existing <br />)ce <br />. -r.._._ <br />Concrete <br />PAVEMENT REPAIR DETAIL <br />Note: Width (4' minimum), length and locations <br />to be determined by the Engineer. <br />COUNTY <br />OF SAN JOAQUIN <br />NO <br />SCALE <br />I SUMMARY OF QUANTITIES <br />& CONSTRUCTION DETAILS <br />BAKER ROAD RESURFACING <br />(Confer Road to ,lack Tone Road) <br />Sheet No. <br />4 of 4 <br />DRAWN BY DATE <br />PROJECT ENGINEER DATE CHECKED <br />DATE I <br />APPROVAL RECOMMENDED <br />OW446,1-41•,e2l -c <br />DATE <br />P r 3/07 <br />Pond; 7:d 3/ 9/01 <br />3/23 07 <br />