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2' Replaced section of <br />PCC Driveway (See Sheet <br />Saw Cut No. 7 for locations) <br />PCC Dwy <br />RECORD DRAWING <br />Corr dons my <br />Ar <br />No Cha"0011111 1"'o <br />t —j-_ <br />Any Psraon Using This Drawing should <br />1 ' 1 ' 1 ° 4A In1on1AdW 6v Inapm" The site C,)# Won <br />Existing- Max -Saw Cut <br />Driveway Surface o Earthwork (Misc Areas) <br />- --- - _2% -2.5% <br />9 4 1 <br />_Z7 <br />1,7 <br />1 J <br />4' (Min) Aggregate Subbase Place 0.70' HMA (Misc Areas) <br />Class 4 compacted to a min <br />relative compaction of 95% <br />TYPE S CURB AND GUTTER DETAIL <br />F-- Conform <br />® EP A <br />EP <br />,,\0.25' HMA over planed surface' <br />or Saw Cut PCC driveway ,' 2' <br />� � 1 <br />A <br />Conform <br />DRIVEWAY (TYPE ESj <br />9' <br />C017SI <br />EP <br />HMA <br />Overlay <br />77 <br />j <br />Existing <br />Roadway <br />2' <br />Conform <br />Driveway Existing <br />10% Max Driveway Surface <br />— 7 <br />-1 ----- - - <br />Remove Subbase, Base and <br />Surfacing or Saw Cut PCC Dwy <br />SECTION A—A <br />TYPICAL DRIVEWAY DETAIL <br />TREASURE AVENUE <br />� 4' Minimum Sta 10+43 to Sta 10+59 (Rt) Saw Cut <br />Existing (See Note Below) <br />Surface Sta 10+62 to Sta 10+84 (Lt) Saw Cut <br />Sta 10+87 to Sta 11+19 (Lt) Cold Planing <br />Sta 11+20 to Sta 11+28 (Lt) Saw Cut <br />- - - -- - _ Sta 12+47 to Sta 12+71 (Rt) Saw Cut <br />Sta 13+06 to Sta 13+26 (Lt) Saw Cut <br />Roadway <br />Existing 0.50' HMA Sta 13+49 to Sta 13+85 (Lt) Cold Planing <br />Sta 13+98 to Sta 14+12 (Rt) Saw Cut <br />Sta 14+43 to Sta 14+57 (Rt) Saw Cut <br />PAVEMENT REPAIR DETAIL Sta 14+84 to Sta 14+98 (Lt) Saw Cut <br />Sta 15+69 to Sta 15+85 (Lt) Saw Cut <br />NOTE: Dimensions and locations are to be <br />determined by the Engineer. <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE <br />Enrique Silva 5/22 <br />PROJECT ENGINEER DATE <br />NO SCALE I CONSTRUCTION DETAILS <br />CHECKED I DATE <br />19+92 <br />to <br />BOND WAY <br />MORELAND <br />STREET <br />Cold <br />Sta <br />16+07 <br />to <br />Sta <br />10+92 <br />to <br />Sta <br />11+72 <br />(Lt) <br />Sta <br />09+97 <br />to <br />Sta <br />10+25 <br />(Rt) <br />Sta <br />12+67 <br />to <br />Sta <br />13+60 <br />(Lt) <br />Sta <br />10+86 <br />to <br />Sta <br />11+65 <br />(Rt) <br />Sta <br />15+71 <br />to <br />Sta <br />16+93 <br />(Lt) <br />Sta <br />13+95 <br />to <br />Sta <br />14+20 <br />(Rt) <br />Sta <br />17+68 <br />to <br />Sta <br />18+21 <br />(Lt) <br />Sta <br />15+61 <br />to <br />Sta <br />16+06 <br />(Rt) <br />to <br />Sta <br />23+79 <br />(Lt) <br />Saw <br />Cut <br />Sta <br />18+26 <br />to <br />Sta <br />18+65 <br />(Rt) <br />F-- Conform <br />® EP A <br />EP <br />,,\0.25' HMA over planed surface' <br />or Saw Cut PCC driveway ,' 2' <br />� � 1 <br />A <br />Conform <br />DRIVEWAY (TYPE ESj <br />9' <br />C017SI <br />EP <br />HMA <br />Overlay <br />77 <br />j <br />Existing <br />Roadway <br />2' <br />Conform <br />Driveway Existing <br />10% Max Driveway Surface <br />— 7 <br />-1 ----- - - <br />Remove Subbase, Base and <br />Surfacing or Saw Cut PCC Dwy <br />SECTION A—A <br />TYPICAL DRIVEWAY DETAIL <br />TREASURE AVENUE <br />� 4' Minimum Sta 10+43 to Sta 10+59 (Rt) Saw Cut <br />Existing (See Note Below) <br />Surface Sta 10+62 to Sta 10+84 (Lt) Saw Cut <br />Sta 10+87 to Sta 11+19 (Lt) Cold Planing <br />Sta 11+20 to Sta 11+28 (Lt) Saw Cut <br />- - - -- - _ Sta 12+47 to Sta 12+71 (Rt) Saw Cut <br />Sta 13+06 to Sta 13+26 (Lt) Saw Cut <br />Roadway <br />Existing 0.50' HMA Sta 13+49 to Sta 13+85 (Lt) Cold Planing <br />Sta 13+98 to Sta 14+12 (Rt) Saw Cut <br />Sta 14+43 to Sta 14+57 (Rt) Saw Cut <br />PAVEMENT REPAIR DETAIL Sta 14+84 to Sta 14+98 (Lt) Saw Cut <br />Sta 15+69 to Sta 15+85 (Lt) Saw Cut <br />NOTE: Dimensions and locations are to be <br />determined by the Engineer. <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE <br />Enrique Silva 5/22 <br />PROJECT ENGINEER DATE <br />NO SCALE I CONSTRUCTION DETAILS <br />CHECKED I DATE <br />ARBOUR DRIVE <br />Sta <br />19+92 <br />to <br />BOND WAY <br />20+10 <br />(Lt) <br />Cold <br />Sta <br />16+07 <br />to <br />Sta <br />16+99 <br />(Lt) <br />Cold <br />Planing <br />Sta <br />17+89 <br />to <br />Sta <br />18+11 <br />(Rt) <br />Cold <br />Planing <br />Sta <br />18+16 <br />to <br />Sta <br />18+48 <br />(Lt) <br />Cold <br />Planing <br />Sta <br />19+15 <br />to <br />Sta <br />19+51 <br />(Lt) <br />Saw <br />Cut <br />Sta <br />19+64 <br />to <br />Sta <br />16+80 <br />(Lt) <br />Cold <br />Planing <br />ARBOUR DRIVE <br />Sta <br />19+92 <br />to <br />Sta <br />20+10 <br />(Lt) <br />Cold <br />Planing <br />Sta <br />20+66 <br />to <br />Sta <br />20+70 <br />(Rt) <br />Saw <br />Cut <br />Sta <br />20+64 <br />to <br />Sta <br />20+80 <br />(Lt) <br />Cold <br />Planing <br />Sta <br />21+55 <br />to <br />Sta <br />25+34 <br />(Rt) <br />Cold <br />Planing <br />Sta <br />21+60 <br />to <br />Sta <br />21+68 <br />(Lt) <br />Saw <br />Cut <br />Sta <br />21+90 <br />to <br />Sta <br />22+10 <br />(Lt) <br />Saw <br />Cut <br />Sta <br />23+15 <br />to <br />Sta <br />23+19 <br />(Lt) <br />Saw <br />Cut <br />Sta <br />23+59 <br />to <br />Sta <br />23+79 <br />(Lt) <br />Saw <br />Cut <br />Sta <br />25+14 <br />to <br />Sta <br />25+28 <br />(Lt) <br />Saw <br />Cut <br />ARBOUR DRIVE, BOND WAY, MORELAND STREET I Sheet No. <br />AND TREASURE AVENUE RESURFACING 6 of 7 <br />