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Const. <br /> * Limits of Clearing and Grubbing <br /> Refer to 12' �� 12' Refer to <br /> Shoulder Details Shoulder Details <br /> 24' Pavement Reinforcing Fabric — <br /> Var. I Var. <br /> I FMailbox <br /> F A <br /> « Limits of Maillbb ox Relocation Existing Roadway Asphalt Concrete <br /> ♦ Graveled Shoulder— TYPICAL SECTION <br /> See General Note No. 4, Sheet No. 10 <br /> A 0.25'—Sta. 190+00 to Sta. 210+00 and <br /> Sta. 232+00 to Sta. 386+50 Sta.190+00f to Sta. 386+50f (Lt. & Rt.) <br /> 0.17'—Sta. 210100 to Sta. 232+00 (Refer to Sheet No. 10 for General Notes and conditions). <br /> See General Note No. 5, Sheet No. 10 <br /> Const. <br /> Limits of Clearin <br /> and Gir bing <br /> Const. -12 4 <br /> Limits of Clearing and Grubbing <br /> and Earthwork (Misc. Areas)(Type 1) 0.10' <br /> _ Var. _ Var. (TYPO <br /> 12' 4' ♦4' 4' <br /> j _Var. _ Vo r._ — — — <br /> D Dia !ro Conform Existing A.C. Dike <br /> to Remain in Place. <br /> SHOULDER DETAIL <br /> Imported Borrow Sta. 212+80t to Sta. 215+18t (Lt. & Rt.) <br /> Sta. 218+52t to Sta. 220+30t (Lt.) <br /> 7 Sta. 218+52f to Sta. 221 +00± (Rt.) <br /> ZSHOULDER DETAIL sta. 262+16t to sta. 270+08f (Lt. & Rt.) <br /> a Sta. 274+79f to Sta. 287+80f (Lt.) <br /> M Sta. 190+00± to Sta. 212+80t (Lt. & Rt.) Sta. 274+79t to Sta. 294+23t (Rt.) <br /> Sta. 220+30f to Sta. 262+16t (Lt.) Sta. 355+37 to Sta. 363+52 (Rt.) <br /> Sta. 221 +00± to Sta. 262+16t (Rt.) <br /> r� Sta. 287+80f to Sta. 363+52f (Lt.) Note: Refer to plan sheets for areas of A.C. Dike replacement. Limits <br /> a Sta. 294+23t to Sta. 355+37t (Rt.) of clearing and grubbing shall be 1' beyond the back of dike <br /> £ Sta. 363+52t to Sta. 386+50t (Lt. & Rt.) at these locations. <br /> ra <br /> Iz COUNTY OF SAN JOAQUIN No SCALE TYPICAL SECTIONS TRACY BOULEVARD RESURFACING Sheet Na. <br /> Platti Road to Howard Road 2 of 12 <br /> Drawn By Date Project Engineer Date Checked Date <br /> Date Submitted Date A prow Recommended Date <br /> 1\� l/�+cUc Z/9�95 J11 1 �5�� 17-11,717:s— <br />