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f <br />COi St <br />Limits of Clearing and Grubbing <br />1 <br />1' 22' Geosynthetic Pavement Interlayer <br />Match li Match <br />See Shoulder (Typ) T Existin <br />See Sheet No. 4 Roadway <br />':t�rrec'1r� is t _ <br />Arid is L)"vAng Stoma Verlt <br />a8 - *e7: inn The Site Of Work <br />0.25' <br />8� <br />0 <br />M <br />-T1 <br />M <br />z <br />COUNTY OF SAN <br />DRAWN BY I DATE <br />Terrance Powers 06/2020 <br />JOAQUIN <br />PROJECT ENGINEER <br />* <br />TE <br />Existing <br />Grade <br />-0.25 HMA Grade Existing <br />Overlay Shoulder to place <br />Tapered Edge <br />1 <br />TYPICAL SECTION 1 min Width (Typ) <br />New Hope <br />Road: Sta 10+12 to <br />Sta <br />36+10 <br />Thornton <br />Road: Sta 15+07 to <br />Sta <br />30+15 <br />* Do Not Place Tapered Edge <br />on Thornton Road: <br />Sta <br />15+07 to Sta 30+15 (Rt) <br />Var Slope <br />Existing Roadway <br />f <br />COi St <br />Limits of Clearing and Grubbing <br />1 <br />58' Geosynthetic Pavement Interlayer <br />0.25' <br />Plane 0.25' Roadway Surfacing <br />Place 0.25' HMA Overlay (Typ) <br />TYPICAL SECTION <br />Thornton Road; Sta 11+25 to Sta 12+35 (Rt) <br />Thornton Road: Sta 11+25 to Sta 14+61 (Lt) <br />NO SCALE I TYPICAL SECTIONS <br />DATE CHECKED DATE <br />G/Q/o C*AOJA �l5/ <br />Existing Curb, Gutter and <br />Sidewalk to remain in place <br />(Typ) <br />—L/F— <br />0.25' <br />NEW HOPE ROAD, NOWELL ROAD AND THORNTON ROAD RESURFACINGI Sheet No. <br />(New Hope Road: Thornton Road to Nowell Road; Nowell Road: South End to New Hope Road; 3 of 9 <br />Thornton Road: 100' North of Walnut Grove Road to New Hope Road) <br />