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4 <r 0 <br />3E <br />' m <br />_J ;0 <br />'Z <br />0 <br />See Shoulder <br />Details <br />Sheet No. 3 <br />Limits of Clea <br />10' <br />li- <br />Const <br />and Grubbing and Mailbox relocation <br />10' <br />1' 18' 1' <br />Pavement Reinforcing Fabric <br />* <br />.25' AC Overlay <br />,Var Var, <br />L- — — — — -- — — — — — — — — — — — ' <br />—t ------------------j I <br />TYPICAL SECTION Existing Roadway <br />Sta 10+10 to Sta 62+89 <br />0.17' AC Overlay : Sta 15+00 to Sta 17+26 <br />Sta 17+38 to Sta 19+78 <br />GENERAL NOTES <br />1. Placement of Asphalt Concrete overlay shall not begin until the Asphalt Concrete used in <br />Pavement Repair has been in place for 18 hours. <br />2. 0.25' Asphalt concrete overlay shall be placed in two (2) layers of approximate equal <br />thickness and 0.17' Asphalt concrete overlay shall be placed_ in one (1) Layer with <br />Pavement Reinforcing Fabric placed on existing surface_ <br />3. All earthwork (except for final shoulder grading) shall be completed prior to placing final <br />layer of Asphalt Concrete. No Shoulder Backing shall be deposited or drifted on the final <br />layer of Asphalt Concrete surfacing. Where the shoulder placement exceeds 0.30' in <br />thickness, the Shoulder Backing shall be placed in two (2) fully compacted layers of <br />approximate equal thickness. <br />4. Existing highway and utility facilities, including bollards, roadside signs, trees, shrubs, <br />fences, utility poles and other frontage improvements shall remain in place unless <br />otherwise noted. <br />5. Shoulder Backing material at all intersection radii shall receive penetration treatment at <br />0.25 gallon/square yard. Limits of penetration treatment work shall be confined to <br />intersection radii plus fifty feet (50') in each direction or to intersection conform. <br />6. The Contractor shall conduct earthwork operations so as not to modify or obstruct the <br />existing drainage. <br />7_ The Contractor shall obtain an Encroachment Permit and enter into an agreement with <br />Union Pacific Railroad for work within UPRR Right-of-way. <br />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY DATE j PROJECT ENGINEER DATE <br />C)Tincmnt e -2i 12112 j, IS6� 1,4_,' <br />TYPICAL SECTION AND <br />GENERAL NOTES <br />CHECKED DATE <br />See Shoulder <br />Details <br />Sheet No. 3 <br />HARNEY LANE RESURFACING <br />(DeVries Road to Davis Road) <br />Sheet No. <br />2 of 7 <br />