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;a <br />A Const <br />0.30' AC over shaped Var EP *8 E <br />Conform at EP and compacted native i Vor ° Existing <br />Varma 00% Max) o Surface <br />—EP — U� <br />Ir J <br />1:1 1:1 °a <br />* Existing Roadway L0.30' AC <br />SECTION A -A <br />Conform Portions of existing PCC Driveway shall be removed to the given <br />Existing Width distance from the existing EP at the following locations: <br />12' Min *FREDERICK AVENUE * OLIVE AVENUE <br />Sto 109+67 (Lt) — 4' Sto 47+76 (Rt) — 5' <br />/� Sta 121+68 (Rt) — 11' Sta 48+10 (Rt) — 5'-6" <br />Sta 61+48 (Rt) — 6'-6" <br />TYPE D PCC shall be saw cut to provide <br />a clean and neat joint at the, conform line. <br />Conform at EP I Variable depth AC over <br />existing paved driveway <br />— EP <br />R R �1— <br />L Conform <br />Existing Width I <br />12' Min I <br />Lo <br />TYPE E <br />R = Conform to existing radii <br />TYPICAL DRIVEWAY DETAILS <br />COUNTY OF SAN JOAQUIN <br />L <br />Const <br />1 Var EP 8' <br />Var <br />NO SCALE <br />Varma (10/0 Max) <br />J Variable <br />Depth AC <br />Existing Roadway <br />SECTION B -B <br />4' Min <br />See Note Below <br />Air <br />1 <br />Existing <br />Surface <br />Existing Existing; <br />Surface Roadway <br />L 0.30' AC <br />PAVEMENT REPAIR DETAIL <br />Note: Exact dimensions and locations <br />will be determined by the Engineer. <br />CONSTRUCTION DETAILS <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />JOHN YANG 6/14 G�I1.�1� •-��� 6/13/! <br />Const New <br />Var EP <br />� See Sheet 3 for <br />Shoulder Details <br />Varma <br />Earthwork (Misc Areas) <br />rT� <br />1�Existing Surface <br />Existing JJ 0' 3' Scarify and Compact <br />Roadway 6" Depth min. <br />Existing <br />EP <br />EARTHWORK (,MISC AREAS) DETAIL 1 <br />A FREDERICK AVENUE - 9.5' <br />A OLIVE AVENUE - 9' <br />FREDERICK <br />AVENUE <br />m <br />to <br />Sta <br />102+00 <br />to <br />Sta <br />106+00 <br />(Rt) <br />Sta <br />106+00 <br />to <br />o <br />108+00 <br />(Lt) <br />Sta <br />1 18+00 <br />to <br />Sta <br />0 <br />(Lt) <br />Sta <br />118+00 <br />r <br />Sta <br />127+00 <br />(Rt) <br />Sta <br />142+00 <br />0 <br />m <br />o <br />(Lt) <br />Sta <br />146+00 <br />to <br />Sto <br />147+22 <br />(Rt) <br />i' <br />m <br />Z <br />i <br />m <br />m <br />a� <br />;a <br />A Const <br />0.30' AC over shaped Var EP *8 E <br />Conform at EP and compacted native i Vor ° Existing <br />Varma 00% Max) o Surface <br />—EP — U� <br />Ir J <br />1:1 1:1 °a <br />* Existing Roadway L0.30' AC <br />SECTION A -A <br />Conform Portions of existing PCC Driveway shall be removed to the given <br />Existing Width distance from the existing EP at the following locations: <br />12' Min *FREDERICK AVENUE * OLIVE AVENUE <br />Sto 109+67 (Lt) — 4' Sto 47+76 (Rt) — 5' <br />/� Sta 121+68 (Rt) — 11' Sta 48+10 (Rt) — 5'-6" <br />Sta 61+48 (Rt) — 6'-6" <br />TYPE D PCC shall be saw cut to provide <br />a clean and neat joint at the, conform line. <br />Conform at EP I Variable depth AC over <br />existing paved driveway <br />— EP <br />R R �1— <br />L Conform <br />Existing Width I <br />12' Min I <br />Lo <br />TYPE E <br />R = Conform to existing radii <br />TYPICAL DRIVEWAY DETAILS <br />COUNTY OF SAN JOAQUIN <br />L <br />Const <br />1 Var EP 8' <br />Var <br />NO SCALE <br />Varma (10/0 Max) <br />J Variable <br />Depth AC <br />Existing Roadway <br />SECTION B -B <br />4' Min <br />See Note Below <br />Air <br />1 <br />Existing <br />Surface <br />Existing Existing; <br />Surface Roadway <br />L 0.30' AC <br />PAVEMENT REPAIR DETAIL <br />Note: Exact dimensions and locations <br />will be determined by the Engineer. <br />CONSTRUCTION DETAILS <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />JOHN YANG 6/14 G�I1.�1� •-��� 6/13/! <br />Const New <br />Var EP <br />� See Sheet 3 for <br />Shoulder Details <br />Varma <br />Earthwork (Misc Areas) <br />rT� <br />1�Existing Surface <br />Existing JJ 0' 3' Scarify and Compact <br />Roadway 6" Depth min. <br />Existing <br />EP <br />EARTHWORK (,MISC AREAS) DETAIL 1 <br />A FREDERICK AVENUE - 9.5' <br />A OLIVE AVENUE - 9' <br />Const New <br />Var EP <br />� See Sheet 3 for <br />Shoulder Details <br />Varma <br />Existing <br />r� --- i 0'-1' Surface <br />Existing J Existing Earthwork (Misc Areas) <br />Roadway EP Cut and Grade to Match <br />Existing Roadway Cross Slope <br />EARTHWORK (MISC AREAS) DETAIL 2 <br />A FREDERICK AVENUE - 9.5' <br />OLIVE AVENUE - 9' <br />FREDERICK <br />AVENUE <br />18+80 <br />to <br />Sta <br />102+00 <br />to <br />Sta <br />106+00 <br />(Rt) <br />Sta <br />106+00 <br />to <br />Sta <br />108+00 <br />(Lt) <br />Sta <br />1 18+00 <br />to <br />Sta <br />121+00 <br />(Lt) <br />Sta <br />118+00 <br />to <br />Sta <br />127+00 <br />(Rt) <br />Sta <br />142+00 <br />to <br />Sta <br />147+22 <br />(Lt) <br />Sta <br />146+00 <br />to <br />Sto <br />147+22 <br />(Rt) <br />Const New <br />Var EP <br />� See Sheet 3 for <br />Shoulder Details <br />Varma <br />Existing <br />r� --- i 0'-1' Surface <br />Existing J Existing Earthwork (Misc Areas) <br />Roadway EP Cut and Grade to Match <br />Existing Roadway Cross Slope <br />EARTHWORK (MISC AREAS) DETAIL 2 <br />A FREDERICK AVENUE - 9.5' <br />OLIVE AVENUE - 9' <br />OLIVE AVENUE <br />Sta <br />18+80 <br />to <br />Sta <br />22+96 <br />(Lt) <br />Sta <br />24+16 <br />to <br />Sto <br />25+85 <br />(Lt) <br />Sta <br />68+27 <br />to <br />Sto <br />69+00 <br />(Lt) <br />Sta <br />68+27 <br />to <br />Sta <br />69+00 <br />(Rt) <br />Const New <br />Var EP <br />� See Sheet 3 for <br />Shoulder Details <br />Varma <br />Existing <br />r� --- i 0'-1' Surface <br />Existing J Existing Earthwork (Misc Areas) <br />Roadway EP Cut and Grade to Match <br />Existing Roadway Cross Slope <br />EARTHWORK (MISC AREAS) DETAIL 2 <br />A FREDERICK AVENUE - 9.5' <br />OLIVE AVENUE - 9' <br />FREDERICK <br />AVENUE <br />OLIVE AVENUE <br />Sta <br />113+36 <br />to <br />Sta 115+35 <br />(Rt) Sta 22+96 to Sta 27+26 <br />(Rt) <br />Sto <br />115+35 <br />to <br />Sto 118+00 <br />(Lt) Sta 74+28 to Sta 76+80 <br />(Lt) <br />Sto <br />128+00 <br />to <br />Sto 130+00 <br />(Rt) <br />FREDERICK <br />AVENUE <br />AND <br />OLIVE <br />AVENUE RESURFACING <br />Sheet No. <br />(WEST <br />RIPON <br />ROAD TO <br />NORTH END) <br />6 <br />of 7 <br />