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Const <br />I <br />Limits of Clearing and Grubbing <br />Variable* Variable* <br />See ` <br />Shoulder Details <br />1 Variable Width Pavement Reinforcing Fabric <br />Below <br />Var ( Var <br />Existing Roadway — <br />– 0.17' Asphalt Concrete Overlay <br />TYPICAL SECTION <br />ALL ROADS <br />Const <br />Limits of Clearing and Grubbing <br />Planing Vor--I <br />At gutter lip 01 <br />;?. Vor Var I <br />Existing Roadway <br />PCC curb and gutter Variable Depth <br />Asphalt Concrete <br />n <br />0 <br />ZE <br />m <br />r <br />m <br />z <br />0 <br />-' I I COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />• Nair;"p, ./ m b/I4/1 <br />See <br />Shoulder Details <br />1Below <br />SHOULDER DETAIL SCHEDULE <br />Location Shoulder <br />Detail <br />NEWPORT AVENUE <br />Sto 10+00 to Sto 27+65 <br />LEWIS STREET <br />Sto 10+00 to Sto 13+47 <br />Sto 20+00 to Sto 34+51 <br />RHODE ISLAND AVENUE <br />Sta <br />10+00 to <br />Sto <br />23+50 <br />Sto <br />23+50 to <br />Sta <br />24+51 <br />Sta <br />23+50 to <br />Sta <br />24+51 <br />:HRONICLE <br />AVENUE <br />13+47 <br />29' <br />Sta <br />10+00 to <br />Sto <br />30+73 <br />:HARLES <br />STREET <br />10+00 <br />to <br />Sto <br />20+00 to <br />Sto <br />31 +90 <br />1(Lt & Rt) <br />1(Lt & Rt) <br />2(Lt & Rt) <br />2(Lt & Rt) <br />1(Lt <br />2(Rt <br />2(Lt & Rt) <br />2(Lt & Rt) <br />NO SCALE TYPICAL SECTION AND <br />SHOULDER DETAILS <br />CHECKED DATE <br />Const <br />Limits of Clearing and Grubbing— <br />Var 4. <br />Shoulder <br />i <br />I Vor <br />49�a <br />i <br />Existing Roadway�J <br />Variable Depth <br />Shoulder Backing <br />Conform <br />- Existing <br />Ground <br />Note: <br />Shoulders that have an existing drainage ditch <br />will not allow for 4' wide shoulder backing <br />to be placed. In these areas, place shoulder <br />backing to the edge of the ditch. <br />WEST JACKSON STREETS RESURFACING I Sheet o 112 <br />ROAD WIDTHS <br />Street <br />Station <br />Width <br />Newport Ave. <br />10+00 <br />to <br />27+65 <br />28 <br />Lewis St. <br />10+00 <br />to <br />13+47 <br />29' <br />Lewis St. <br />20+00 <br />to <br />34+13 <br />18'-20' <br />Rhode Island Ave. <br />10+00 <br />to <br />23+50 <br />18'–?0' <br />Rhode Island Ave <br />23+50 <br />to <br />24+51 <br />?3 <br />Charles St. <br />20+00 <br />to <br />31+66 <br />18-20 <br />Chronicle Ave. <br />10+17 <br />to <br />27+00 <br />18'–?0' <br />Chronicle Ave. <br />27+00 <br />to <br />30+73 <br />21 <br />Gilchrist Ave. <br />Charles <br />to <br />Waterloo <br />18' <br />Const <br />Limits of Clearing and Grubbing— <br />Var 4. <br />Shoulder <br />i <br />I Vor <br />49�a <br />i <br />Existing Roadway�J <br />Variable Depth <br />Shoulder Backing <br />Conform <br />- Existing <br />Ground <br />Note: <br />Shoulders that have an existing drainage ditch <br />will not allow for 4' wide shoulder backing <br />to be placed. In these areas, place shoulder <br />backing to the edge of the ditch. <br />WEST JACKSON STREETS RESURFACING I Sheet o 112 <br />