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Limits of Clearing and Grubbing <br />Ont I <br />EP <br />2' 2 10.5'-12' �_ <br />— Confor var $% Var <br />C <br />% Existing' Roadway <br />Shoulder Backing <br />SMOULDER DETAIL A <br />Limits of Clearing and Grubbing <br />20' <br />R/W <br />EP <br />-/� 10.5'-12' -4' 2' <br />Var 1 8570 Confc <br />Existing Roddway/ <br />Shoulder Backing <br />SHOULDER .:DETAIL D <br />c©uN� o» s�rr a©AQuirr <br />Confo <br />Limits of Clearing and Grubbing <br />20'---- . <br />EP <br />Existing RoadH <br />7070 _moi, <br />Shoulder Backing <br />SHOULDER DETAIL 8 <br />Const Limits of Clearing and Grubbing <br />I 20 ---- <br />EP <br />f-•-J��10.5' -12' <br />VarPoo <br />- <br />Existing Roadway <br />I Shoulder Backing <br />R/W <br />Limits of Clearing and Grubbing <br />20' <br />Earthwork <br />Shoulder Backing <br />R/W 3 Existing 8'°s� PVC <br />Drain Pipes along <br />ditchbank to <br />remain in place / <br />(Mise Areas) <br />-----10.5'-13' <br />2>�Var--�--3'� Conf <br />2:1 Slope (Max) <br />Earthwork <br />Imported Borrow � <br />Depth: ±0.40' to 1.25' <br />Depth: ±11.0' <br />Existing Ditch <br />Place new 12"� CSP 18' right <br />of � Const. See Sheet 4 for <br />invert elevations. Grade ditch <br />to drain per Sheet 4. <br />Refer to SP D97A and D97E <br />for coupling details. (Typ) <br />SMOULDER.. DETAIL E <br />E:Compactexisting- native soil and Imported - <br />Borrow to a minimum of 90% relative compaction. <br />Nfl SCALE ' SHOULDER DETAILS <br />10.5'-12' <br />' Existing Roadway <br />SHOULDER DETAIL C <br />SHOULDER <br />SCHEDULE <br />Location (Left <br />Side) <br />Side) <br />Sta <br />8+85 to <br />Sta <br />10+45 <br />Sta <br />A <br />Sta <br />10+45 to <br />Sto <br />30+00 <br />to <br />C <br />Sta <br />30+00 to <br />Sta <br />36+40 <br />36+95 <br />A <br />Sta <br />36+40 to <br />Sto <br />42+00 <br />Sta <br />B <br />Sta <br />42+00 to <br />Sta <br />63+00 <br />B <br />A <br />Std <br />63+00 to <br />Sto <br />64+95 <br />B <br />SHOULDER <br />SCHEDULE <br />Location <br />(might <br />Side) <br />Sta <br />8+85 <br />to <br />Sta <br />10+40 <br />A <br />St <br />10+40 <br />to <br />Sta <br />36+95 <br />D <br />Sta <br />a <br />36+95 <br />to <br />Sto <br />39+30 <br />E <br />Sta <br />39+30 <br />to <br />Sto <br />42+00 <br />B <br />Sta <br />42+00 <br />to <br />Sta <br />64+95 <br />A <br />heet No. <br />3 of 8 <br />