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Conform <br />21 <br />— 4' 2'- <br />8% i8/ <br />far <br />Existing <br />Ground / <br />Variable Depth) <br />Shoulder Backing <br />* ITA IS&!-- <br />bust <br />* Exis <br />Payment for trimming shall be considered as included in the <br />Const <br />I <br />Limits of Clearing and Grubbing <br />12'-22' �I– 12'-28' <br />(See plans for pavement width) i (See plans for pavement width) <br />I <br />1' Variable Width Pavement Reinforcing Fabric 1' <br />Var I I Var <br />I <br />L---- �–t-------Existing -----y ------------ <br />0.17' Asphalt Concrete Overlay J TYPICAL SECTION <br />HANSEN ROAD Sta 500+05 to Sta 501+90 <br />Sta 524+16 to Sta 535+00 <br />Sta 537+00 to Sta 599+00 <br />Const <br />I <br />Limits of Clearing and Grubbing <br />18'-24'- <br />16'-22' <br />5 <br />2' 4' <br />$/ Conform <br />dor <br />Existing <br />_ _ f Ground <br />Variable Depth <br />Shoulder Backing <br />w R' <br />6 E <br />A j o ik I f <br />., <br />T, <br />Correction- <br />No Chac:ge- <br />bete Sri 1� <br />Any Perso U ; , <br />All inform.ntion <br />a <br />Conform <br />Existing <br />Ground <br />pth <br />JIIVMIVVI LOtacking <br />contract unit price paid for Clearing and Grubbing. TYPICAL SECTION <br />HANSEN ROAD Sta 501+90 to Sta 522+57 <br />COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS BETHANY ROAD AND HANSEN ROAD RESURFACING <br />DRAWN BY DATE <br />L. Aguilar 2/-17 <br />PROJECT ENGINEER I DATE I CHECKED I DATE <br />■t1� !!7 <br />v 1'_-X:).i <br />Sheet No. <br />4 of 10 <br />