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i i LEGEND <br /> Const. Const. <br /> 6' 1❑ Variable 4' 4' Variable <br /> 0 Shoulder Backing Material (Gravel) <br /> E <br /> o i E d i Asphalt Concrete <br /> ° a_ 0.25' Overlay I ❑2 ui 0.25' Overlay <br /> ° w o <br /> U U ` B <br /> Variable Const. <br /> Variable depth. Variable depth. 6' (0' — 6') Variable <br /> Existing Roadway Existing Roadway E i <br /> DETAIL N0. 1 DETAIL N0. 2 a 0.25' overlay <br /> 1 Typical Shoulder Sta. 10+15 to 25+00 (Rt.) 0 0.08' Ede L11 <br /> 2' Wide Sta. 22+75 to Sta. 35+00 (Lt.) Sta. 13+75 to 15+60 (Lt.) <br /> Sta. 59+30 to Sta. 82+50 (Lt.) 2❑ 6% Sta. 14+00 to 16+00 (Rt.) ,� r <br /> 6 Sta. 107+35 to Sta. 146+50 (Rt.) pr•= <br /> 4' Wide Sta. 146+50 to Sta. 154+58 (Rt.) Variable depth. <br /> Existing Roadway <br /> DETAIL N0. 3 <br /> Sta. 40+00 to Sta. 47+00 (Lt.) <br /> g Earthwork Const. <br /> m E Earthwork Const. E (Misc. Areas—Type 2) <br /> i z (Misc. Areas—Type 1) o <br /> > `o ° (Includes Roadway Widening) <br /> m <br /> `o 0 Variable <br /> 2' Variable <br /> 2' (0' — 6') Variable <br /> -'ag Slope w <br /> — <br /> A'i� wI on 2 — — _ 0.25' Overlay <br /> 4m S/OPe \\2 0.25' Overlay S/oPe�1_ —moi 2% <br /> 8% ��� ,� �8 <br /> -- / <br /> Existing <br /> 0.30' Shoulder Backing �stwg . = 0.30' Shoulder Backing Roadway <br /> k <br /> n Roaiiwdy 0.60' Asphalt Concrete Base <br /> DETAIL N0. 4 <br /> A Sta. 46+56 to Sta. 48+60 (Rt.) 77 3rate DETAIL N0. 5 <br /> V m Sta. 50+70 to Sta. 52+60 (Rt.) Sta. 38+00 to Stu. 46+56 (Rt.) <br /> o 'y <br /> <p <br /> COUNTY OF SAN JOAQUIN NO SCAIlokelumne LE SHOULDER DETAILS N. 9FRONTAGE ROAD W do E RESURFACING sheet River to Woodbridge Rd. (W & E & Woodbridge Rd. to Acampo Rd. (W) 3 of t 19 s <br /> DRAWN BY DATE I PROJECT ENGINEER DATE DATE SUBMITTED DATE APP V MENDED I DTE <br />