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See Shoulder <br />Detail <br />Sheet 3 <br />Exist. Roadway <br />Limits of Clearing and Grubbing and Mailbox Relocation <br />10' <br />t8' <br />Pavement Reinforcing Fabric <br />Sta. <br />10' <br />Const. <br />Limits of Clearing and Grubbing and Mailbox Relocation <br />See Shoulder <br />Detail <br />Sheet 3 <br />0.25' Asphalt <br />Concrete Overlay <br />See Shoulder 0' to 5' * * to 7' See Shoulder <br />Detail PavedShoulder 11 11 Shoulder — Paved Detail <br />Sheet 3 See Plans _ 20' See Plans Sheet 3 <br />Pavement Reinforcing Fabric <br />A <br />O <br />ti 2S• <br />O' <br />1 Uor. Var. <br />0 0 1 <br />Exist. Roadway TYPICAL SECTION 0.25' Asphalt <br />WHITE LANE Concrete Overlay <br />Sta. 0+22 to Sta. 50+74 *9' at Sto. 35+00 to 50+74' <br />16' of Sto. 35+00 to 50+74 <br />Const. <br />Limits of Clearing and Grubing and Mailbox Relocation <br />See Shoulder - 12' 12 r See Shoulder.. <br />Detail Detail <br />Sheet 3 Sheet 3 <br />0' <br />Exist: Roadway <br />COUNTY OF SAN JOAQUIN <br />Pavement Reinforcing Fabric <br />NO SCALE <br />0.25 Asphalt <br />Concrete Overlay <br />GENERAL NOTES <br />1. The asphalt concrete shall be placed <br />in two (2) layers of approximately equal <br />thickness with pavement reinforcing fabric <br />placed on existing or prepared surface. <br />2. All pavement repair must be completed <br />12 hours prior to placement of asphalt <br />concrete. <br />3. Excavated material generated by pavement <br />repair and planing asphalt concrete pavement <br />shall be thoroughly pulverized and used as <br />shoulder backing. Material shall be distributed <br />throughout the project and blended with <br />the top 6" of native material. Any excess <br />material shall become property of the <br />contractor. <br />4. All earthwork (except for final lift of <br />shoulder backing) shall be completed prior <br />to placing final layer of asphalt concrete. <br />No shoulder backing material shall be <br />deposited or drifted on the final lift of <br />asphaIt concrete surfacing. <br />5. The contractor shall conduct the shoulder <br />backing operations so as not to disturb or <br />obstruct any existing drainage. <br />6. Existing drainage facilities, fences, water <br />valves, frames and covers, sprinkler heads, <br />trees and shrubs shall remain in place <br />unless otherwise noted on the plans. The <br />Contractor shall conduct earthwork operations <br />so as not to damage or obstruct the existing <br />drainage. <br />l � _ <br />anges <br />Baa a eson U ;ng Ti+hs f" r ng ShCu'd Verify <br />8i ur 901'matiort By int p,� Gf pn Thp� ni4n cif <br />Sheet No. <br />2 of 10 <br />