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Const. <br /> �- — Limits of Clearing and Grubbing, Mailbox Relocation <br /> I <br /> 4 -4'— 1 ' 22' Pavement Reinforcing Fabric — - 1' 4'—►1�4' �{ <br /> 8% <br /> `ar. i Var <br /> Conform N .or' �— —� $%_ <br /> Vor. Conform <br /> orm <br /> Shoulder Backing (Typical' I I <br /> Existing Roadway 0.21 ' Asphalt Concrete Overlay L- Shoulder Backing (Typical) <br /> TYPICAL SECTION <br /> �. Sta. 63+25 to Sta. 115+84 Q = Sta. 107+85 to Sta. 115+81 (Rt.) <br /> See Earthwork (Miscellaneous Areas) <br /> Type I & II Details on sheet No. 3 <br /> a <br /> s F GENERAL NOTES <br /> z1. Asphalt Concrete (021 ' resurfacing) shall be placed in two (2) layers of approximate <br /> 0 3 equal thickness with pavement reinforcing fabric placed on the existing surface. <br /> m <br /> 3 <br /> 2. All existing trees, shrubs, fences and other frontage improvements are to remain in place <br /> unless otherwise noted. <br /> n3. Contractor shall scarify native soil adjacent to pavement to intersection radii to a depth <br /> of 6" and blend shoulder backing material prior to compacting. Payment for blending <br /> shall be considered as included in the price for Shoulder Backing. <br /> 4. All Earthwork (except for final shoulder grading) shall be completed prior to placing final <br /> lift of asphalt concrete. No Shoulder Backing material shall be deposited or <br /> —D drifted on the final lift of asphalt concrete surfacing. <br /> I w 6. Removal of Railing and Posts, where shown on the plans shall be done in such a manner <br /> as not to damage the existing A.C. surface adjacent to them. Payment for the removal shall <br /> n <br /> be considered as included in the contract unit price for Clearing and Grubbing. <br /> J f <br /> 7. Placement of asphalt concrete surfacing shall not begin until the asphalt concrete used <br /> in pavement repair has been in place for 12 hours. <br /> m <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION MURPHY ROAD RESURFACING Sheet No. <br /> AND GENERAL NOTES (Milgeo Avenue to River Road) 2 of 11 <br /> DRAWN BY DATE PROJECT ENGINEER DATE C ECKED DATE <br /> P. T �°�'� Pjgp�i /i+Uipo AO/f.? APPROVAL RECOMMENDED DATE <br />