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0.25' <br />Const <br />Limits of Clearing and Grubbing <br />i <br />* 22' Geosynthetic Pavement Interlayer <br />0.25' <br />Var Slope <br />See Shoulder Details (Typ) <br />on This Sheet <br />Existing <br />Roadway <br />Var Slope <br />Plane 0.25' Roadway Surfacing <br />Place 0.25' HMA Overlay <br />TYPICAL SECTION <br />Nowell Road: Sta 09+60 to Sta 29+84 <br />Thornton Road: Sta 12+35 to Sto 15+07 (Rt) <br />Thornton Road: Sta 14+61 to Sta 15+07 (Lt) <br />Thornton Road: Sta 30+15 to Sta 31 +65 <br />* Do Not Place Geosynthetic Pavement Interlayer on Nowell Road <br />Co� t <br />L Limits of Clearing <br />i and Grubbing EP <br />i Conform <br />Var Slope <br />Vr <br />Existin <br />Existing Roadway <br />0.25' <br />,*r, vc0un 13y---�w <br />:0 Changes ByI - "La 1 L/31/ZO <br />Person Using This Dr= <br />EP <br />Existing Conform <br />Grade Existing Var 8% <br />Grade —� _ �— <br />(Ace. 0.17' IaM4 O✓erldky <br />Co st <br />Limits of Clearing _ <br />i and Grubbing EP <br />I2' 2' 1' <br />Match <br />Existing Slope <br />8y Vara <br />9 <br />Grade <br />Existing Roadway <br />4j <br />cn <br />Sta <br />DETAIL <br />to <br />N <br />3 <br />36+10 <br />SHOULDER <br />DETAIL <br />No. 2 <br />to <br />o <br />Nowell Road: Sta <br />09+60 to <br />Sta 12+50 (Rt) <br />1 <br />to <br />Nowell Road: Sto <br />15+50 to <br />Sta 22+50 (Rt) <br />to <br />Sta <br />Thornton Road: Sta <br />12+35 to <br />Sta 15+07 (Rt) <br />Road: <br />rn <br />14+61 <br />to <br />Sto <br />15+07 <br />(Lt) <br />Thornton <br />Road: <br />Sto <br />30+15 <br />r= <br />M <br />Sta <br />31+65 <br />z <br />COUNTY OF <br />SAN <br />JOAQUIN <br />DRAWN BY <br />Conform <br />Existing <br />Grade <br />SHOULDER <br />New Hope <br />Road: <br />Sta <br />DETAIL <br />to <br />No. <br />3 <br />36+10 <br />Road: <br />Sta <br />10+12 <br />to <br />Sto <br />Thornton <br />Road: <br />Sta <br />15+07 <br />to <br />Sta <br />30+15 (Lt) <br />Co st <br />Limits of Clearing <br />and Grubbing <br />..- <br />L—� -- <br />--- <br />Existing Roadway <br />Nowell <br />Road: <br />Sta <br />09+60 <br />to <br />Sta <br />29+84 <br />(Lt) <br />Nowell <br />Road: <br />Sta <br />12+50 <br />to <br />Sta <br />15+50 <br />(Rt) <br />Nowell <br />Road: <br />Sta <br />22+50 <br />to <br />Sta <br />29+84 <br />(Rt) <br />Thornton <br />Road: <br />Sta <br />14+61 <br />to <br />Sto <br />15+07 <br />(Lt) <br />Thornton <br />Road: <br />Sto <br />30+15 <br />to <br />Sta <br />31+65 <br />I --------I J �—J <br />Existing Roadway — <br />Existing <br />Grade <br />SHOULDER DETAIL No. 4 <br />Thornton Road: Sto 15+07 to Sta 30+15 (Rt) <br />Conform <br />NEW HOPE ROAD, NOWELL ROAD AND THORNTON ROAD RESURFACING1 Sheet No. <br />NO SCALE I TYPICAL SECTION AND DETAILS (New Hope Road: Thornton Road to Nowell Road; Nowell Road: South End to New Hope Road; 4 of 9 <br />Thornton Road: 100' North of Walnut Grove Road to New Hope Road) <br />DATE I PROJECT ENGINEER I DATE <br />Terrance Powers 06/2020 1614410 <br />CHECKED DATE <br />