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Const.GENERAL NOTES: <br />I1. Contractor shall scar native soil adjacent toLimitsofClearingandGrubbingandMailboxRelocationy <br />pavement at intersection radii to a depth of 6" and <br />blend shoulder backing material prior to compaction. <br />No. . <br />104' <br />4' 12'-16' 12'-16' 4' 4' <br />Limits of this work shall be confined to intersection <br />22'-30' Pavement Reinforcing Fabric radii plus 50 feet in each direction. Payment for <br />blending shall be considered as included in the price <br />E for Shoulder Backing. <br />1' (TYP) i <br />0 2. Existing drainage facilities shall remain in place unlessU <br />8% <br />Var Var otherwise noted. The Contractor shall conduct <br />0 <br />J at Vat earthwork operations so as not to modify or obstruct <br />the existing drainage. <br />3. All earthwork except for final shoulder grading shall <br />be completed prior to placing final lift of asphalt <br />0.25'Asphalt <br />concrete.Shoulder <br />BackingT Exist. Roadway Concrete Overlay <br />YP) <br />TYPICAL SECTION <br />4. Placement of asphalt concrete surfacing shall not <br />begin until the asphalt concrete used in pavement <br />THORNTON ROAD repair has been in place for 12 hours. <br />U m Sta 110+32 to Sta 164+54 <br />ao -U 5. Asphalt Concrete shall be placed as note below: <br />L400 21' A.C. - One (1) layer with pavement <br />0 <br />y ri reinforcing mesh on the existing <br />N Const. surface. <br />D N DI <br />0.25' A.C. - Two (2) layers of approximate <br />o D equal thickness with pavement reinforcing fabric <br />o (D o Limits of Clearing and Grubbing and Mailbox Relocation <br />40 placed on the existing surface.Nn <br />o F <br />B <br />m 11 12' 6. All existing trees, shrubs, fences, concrete walks andzSeeSeeotherfrontageimprovementsaretoremaininplace <br />o ; m Shoulder 21' Pavement Reinforcing Mesh <br />aw Shoulder unless otherwise noted. <br />N a Details I Details <br />0Sheet 3 Sheet 3 <br />y <br />A 1' (TYP) <br />o 80 <br />Var Var <br />8/oo <br />t- — — — — — — — — — — — — — — — <br />N <br />I <br />0.21'Asphalt <br />Concrete Overlay <br />Exist. Roadway <br />TYPICAL SECTION <br />CALIMYRNA ROAD <br />Sta 11+00 to Sta 57+55 <br />M <br />z <br />0 <br />COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS Calimyrna Road & Thornton Road Resurfacing Sheet No. <br />Woodson Road to North 99 Frontage Road (West) do Turner Road to Woodbridge Road) 2 of 11 <br />DRAWN BY DATE PROJECT ENGINEER DATE I CHECKED DATE APPROVAL RECOMMENDED DATE <br />I i /1/ I A 14., i _1 .