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i <br />z <br />0 <br />i <br />Const <br />I <br />Limits of Clearing and Grubbing and Mailbox Relocation — <br />+��y6 <br />i <br />eq <br />I I <br />1' Geosynthetic Pavement Interlayer (Paving Fabric) <br />0.25' AC Planing Depth <br />3 <br />---ZNK <br />------------I- <br />Exist shoulder (Typ) <br />** Var <br />Depth <br />HMA <br />Overlay <br />from <br />Sto <br />35+87 <br />to <br />Sta 38+19 <br />T <br />Grade existing ground to place <br />Sp, ty Edge 1' minimum width (Typ) <br />L 30` <br />0.25 HMA Overlay J Existing Roadway <br />TYPICAL SECTION <br />Lehman Road: Sta 10+13 to Sta 63+33 <br />Const <br />ts of Clearing and Grubbing and Mailbox Relocation — <br />zo <br />M-32' <br />1 <br />'-30' Geosynthetic Pavement Interlayer (Paving Fabric) <br />4' <br />------- } ,Wt re l EAe4 <br />* See Earthwork (Misc Areas) Detail I <br />for Sta 36+17 Rt to Sto 38 -19 Rt <br />Variable Depth <br />0.25' HMA Overlay L Existing Roadway Shoulder Backing (Typ) <br />TYPICAL SECTION <br />A See Earthwor'-. (Misc Areas) Detail II for <br />Lehman Road: Sto 63+33 to Sto 137+X Ste 123+60 :'.t to Sto 124+60 Rt <br />3�7 <br />NE <br />COUNTY OF SAN JOAQUIN No SCALE <br />DRAWN BY DATE PROJECT ENGIER DATE <br />R. gorsdorf 04/201.5 � j� 4,/1f, <br />ll <br />TYPICAL sECTIONs I LEH'MAN ROAD RESUR'FAC <br />(Linne Road to Ahern Road <br />CHECKED I DATE I <br />Sheet No. <br />2 of 8 <br />t <br />0tt <br />Aso Th <br />Variable Depth <br />0.25' HMA Overlay L Existing Roadway Shoulder Backing (Typ) <br />TYPICAL SECTION <br />A See Earthwor'-. (Misc Areas) Detail II for <br />Lehman Road: Sto 63+33 to Sto 137+X Ste 123+60 :'.t to Sto 124+60 Rt <br />3�7 <br />NE <br />COUNTY OF SAN JOAQUIN No SCALE <br />DRAWN BY DATE PROJECT ENGIER DATE <br />R. gorsdorf 04/201.5 � j� 4,/1f, <br />ll <br />TYPICAL sECTIONs I LEH'MAN ROAD RESUR'FAC <br />(Linne Road to Ahern Road <br />CHECKED I DATE I <br />Sheet No. <br />2 of 8 <br />