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Const. GENERAL NOTES <br /> Limits of Clearing and Grubbing 1 . All earthwork (including shoulder backing, <br /> -_-�� except for final grading of the shoulders) shall <br /> be completed prior to placing final layer of <br /> q 12' 12' •q asphalt concrete. <br /> 2. Imported borrow shall be a cohesive soil selected <br /> for its ability to resist erosion. R-Value and Sand <br /> 7-22' Pavement Reinforcing Fabric Equivalent requirements shall be waived for Import <br /> Borrow. <br /> Conform- ,Var. Var. Conform 3. Asphalt Concrete shall be placed as noted below: <br /> Vor. — Vara 0.35' A.C. Thickness - Three (3) layers of <br /> approximately equal thickness with pavement <br /> reinforcing fabric between the top and second <br /> / layer. <br /> L Variable Depth 0.25' A.C. Thickness - Two (2) layers of <br /> Existing Roadways * Shld. Backing approximately equal thickness with pavement <br /> reinforcing fabric between the layers. <br /> * 0.25' A.C. Overlay <br /> 0.35' A.C. - Sta. 103+50 to Sta. 109+50 4. Placement of Asphalt Concrete surfacing shall not <br /> begin until asphalt concrete used in pavement <br /> 2' - Sta. 0+40 to Sta. 21 +00 (Rt) <br /> Sta. 0+40 to 110+06 repair hos been in place o minimum of 36 hours. <br /> • Limits of Mailbox Relocation 5. Frames and covers of Water Valves and Survey <br /> Monuments shall be adjusted to finished grade. <br /> Refer to Improvement Standard No. CW-R36 for <br /> e Limits of Clearing and Grubbing, _Earthwork (Misc. Areas) details. <br /> 6 6. Maintenance Hole and Gas Valve frames and covers <br /> _ shall be adjusted to finished grade by others <br /> 23' 14' �I► 16' after completion of the resurfacing project. The <br /> s o Min. ♦ 2' contractor shall clearly mark their locations. <br /> 12'�{�3' —3' Min. 7. The existing pipe downdrains ® Sta. 111 +35 Rt. and <br /> 30' Pavement Reinforcing Fabric Sta. 113+88 Rt. shall remain and shall be <br /> 8 I incorporated into the new A.C. Dike. <br /> i <br /> _ 5% I <br /> Vora Place A.C. Dike <br /> a Conform N. �•�I� <br /> °J Var <br /> ImportedLn <br /> borrow (Typ.) <br /> 0.25' A.C. Overlay Existing Roadway :i °+. <br /> o \\ Conform <br /> Line Cut Existing Pavement 0.30' A.C. <br /> A Shoulder width to be increased <br /> < at Guard Roil Flairs. See Railing Sta, 110+06 t0 118+06 <br /> '^ Layout, Sheet No. 5. <br /> 0 <br /> z <br /> NO 9CME TYPICAL SECTION THORNTON ROAD RESURFACING Sheet No. <br /> M <br /> COUNTY OF SAN J OAQ U I N (Walnut Grove Road to Sacramento County) 2 of 6 <br /> DRAWN BY I DATE I PROJECT ENGINEER I DATE I CHECKED I DATE SUBMITTED DATE APP OVA COMMENDED I 0ATE <br />