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q <br />Const <br />Limits of Clearing and <br />Grubbing and —� i <br />Mailbox Relocation <br />EP <br />4' 2' <br />Conform <br />Variable Depth <br />Shoulder Backing <br />2' <br />3� I <br />Existing <br />Roadway <br />A SHOULDER DETAIL <br />Eunice Avenue: <br />Sta 50+35 to Sta 52+35 (Rt) <br />Sta 55+44 to Sta 63+13 (Lt) <br />Sta 58+85 to Sta 61 +70 (Rt) <br />Place 4' wide loam in lieu of Shoulder Backing <br />at the following locations or as directed by the <br />Engineer, <br />4 § <br />0.5'— <br />TE-� <br />Conform <br />Grade Existing Shoulder <br />to place Tapered Edge, <br />1' minimum width (Typ) <br />Eunice Avenue: <br />P (aced Class Z �� Sta 60+83 to Sta 61 +70 (Rt) <br />Paid under Shoulder Backing item of work. <br />Z'/ <br />No <br />Nn CaVz <br />''. , rtai*-u .diZy ;. fib —sawingShouodVe' <br />40 Information By inspecting The Site of We rk <br />COUNTY OF SAN JOAQUIN I NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />Nung No 01/20 L—fit, � W,40 -71w <br />Conform <br />Const <br />Limits of Clearing and Grubbing and Mailbox Relocation <br />EP ! EP <br />12' <br />12' <br />23' Geosynthetic Pavement Interlayer <br />(Paving Fabric) <br />l Match I Match <br />1 Exist Slope Exist Slope� <br />Existing Roadway <br />0.17' HMA Overlay <br />TYPICAL SECTION <br />Eunice Avenue: Sta 50+12 to Sta 63+13 <br />0.5' <br />TE <br />Val <br />§ Where conditions dictate, place as directed by the Engineer. <br />Const <br />Limits of Clearing and Grubbing and Mailbox Relocation <br />EP ' EP <br />1 § 2 10'— 1,3' 10'— 13' <br />0.5' 19' Geosynthetic Pavement Interlayer <br />(Paving Fabric) <br />kAn+t-h ( AA -+-k <br />TYPICAL SECTION <br />Emerson Avenue: Sta 09+95 to Sta 23+13 <br />Conform <br />Variable <br />Depth <br />Shoulder <br />Backing <br />(Typ) <br />When shoulder <br />slope <br />exceeds <br />12%, <br />place 2' at <br />8% and <br />2' to <br />conform. <br />See Shoulder <br />Detail at left. <br />4' <br />Conform <br />Variable Depth Shoulder <br />Backing (Typ) <br />§ Where conditions dictate, place as directed by the Engineer. <br />TYPICAL SECTIONS <br />CHECKED DATE <br />EMERSON ROAD AND EUNICE AVENUE RESURFACING I Sheet No. <br />(1,330' west of North 99 Frontage Road West to North 99 Frontage Road West; Calimyma Road to Collier Road) 3 of 6 <br />