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�1 <br /> Limits of Clearing and Grubbing and Mailbox Relocation <br /> 11' ►Id 11' <br /> See ,'t 10't i 10, 1't See GENERAL NOTES <br /> Shoulder Shoulder <br /> Details 20' Pavement Reinforcing Fabric Details 1. Placement of Asphalt Concrete surfacing shall not begin <br /> Sheet3 I Sheet3 until the Asphalt Concrete used in pavement repair has <br /> _ 2% ' 2% _ been in place for 18 hours. <br /> 1-771 77 <br /> 2. Asphalt Concrete shall be placed in two (2) layers of <br /> Existing Roadway approximate equal thickness with pavement reinforcing <br /> _ — — _ _ _ _ — fabric placed on the existing pavement or prepared <br /> - - - - - - - - - - <br /> surface. <br /> 0.35 A.C. 0.25' A.C. <br /> Widening Overlay 3. Contractor shall scarify native soil adjacent to pavement <br /> m (Typ.) TYPICAL SECTION at intersection rodii to a depth of 6' and blend shoulder <br /> Sta. 467+50 to Sta. 572+30 backing material prior compaction. Limits of this work <br /> o shall be confined to intersection rodii plus 50 feet in each <br /> direction. Payment for blending shall be considered as <br /> i included in the price for Shoulder Backing. <br /> 0 <br /> �0„ > AC 4. All earthwork, except for final lift of shoulder backing shall <br /> 0 o CGvlsf be completed prior to placing the final lift of Asphalt <br /> Concrete surfacing. <br /> H m Limits of Clearing and Grubbing and Mailbox Relocation — 5. A.C. Widening shall be placed prior to A.C. Overlay. Material <br /> CL K 1 1 ' ►I 1 1, for A.C. Widening may be deposited and spread by any <br /> s I mechanical means that will produce a uniform smoothness <br /> SeeSee and texture. <br /> Shoulder 1.t 20' Pavement Reinforcing Fabric 1'±— Shoulder <br /> DetailsDetails <br /> on 10.08' Leveling Course on <br /> Sheet3 _ 29e 29e _ Sheet3 <br /> Existing Roadway <br /> 1-------------- <br /> 0.35' A.CTIL. J <br /> Widening Overlay C <br /> (Typ.)g TYPICAL SECTION (LEVELING) <br /> Sto. 468+00 to Sto. 473+00 Sto. 539+00 to Sto. 542+00 - <br /> Sto. 490+00 to Sto. 495+00 Sto. 546+50 to Sta. 547+50 <br /> Sto. 501 +00 to Sto. 521 +00 Sto. 550+00 to Sto. 553+00 <br /> Sta. 534+00 to Sta. 536+00 Sta. 570+50 to Sta. 571 +80 <br /> r m <br /> 0 <br /> COUNTY OF SAN JOAQUINNO SCALE TYPICAL SECTION DE VRIES ROAD RESURFACING Sheet No. <br /> & GENERAL NOTES (Woodbridge Rood to Peltier Rood) 2 of 7 <br /> DRAWN BY DATE I PROJECT ENGINEER DATE CHECKED DATE I APPROVAL RECOMMENDED DATE <br /> Enrique Sifva 10105 <br />