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4' Min Existing <br />See Note Below Surface <br />L0.40' Asphalt Concrete <br />PAVEMENT REPAIR DETAIL <br />Note: <br />Width 4' minimum. Approximate dimensions <br />used for estimating purposes are available <br />upon request. Dimensions and locations are <br />subject to change at the Engineer's discretion. <br />—uonrorm <br />0 EP A EP <br />Variable depth Asphalt Concrete <br />4' over existing paved <br />driveways and frontages. <br />A <br />Existing Width <br />12' Min <br />TYPE E <br />NOTE: Paved frontages to be paid for as Type E driveway. <br />n. <br />Conform -i 0.30' Asphalt Concrete over <br />® EP 1:1 shaped & compacted native .1:1 <br />EP <br />4' <br />L0, B Conform <br />Existing Width <br />12' Min <br />TYPE D <br />Const 0 <br />EP Driveway <br />AC Overlay--� 4' ° <br />Varma 3 <br />V��(lOX max) <br />Const <br />0.04r <br />Var depth <br />Existing AC over <br />Roadway exist surfac <br />L <br />SECTION A—A ExSurface <br />EP Driveway <br />4--w-- 4' <br />Vor�(lox max <br />) <br />Existing) 0.30' AC <br />Roadway <br />TYPICAL DRIVEWAY DETAILS <br />NOTE: Concrete driveways shall be sawcut and removed <br />for TYPE D driveway install. (see Sheet 12 for quantity) <br />0 <br />0 <br />D <br />0 <br />Exist <br />Surface <br />1. <br />All existing trees, shrubs, fences and other frontage improvements are to <br />6. All Minor Concrete (Curb, Gutter and Sidewalk) that is to be removed shall be <br />remain in place unless otherwise noted. <br />saw cut to the limits shown on the plans, or as marked by the Engineer, The <br />2. <br />All earthwork, except for final grading of the shoulders, shall be completed <br />cost of the saw cutting and removal is to be included in the respective Minor <br />prior to placing final layer of Asphalt Concrete. No Shoulder Backing shall <br />Concrete item of work. <br />be deposited or drifted on the final layer of Asphalt Concrete surfacing. If <br />7. Install Expansion Joints per County Standard Detail CW—C3 at beginning and end <br />the Shoulder Backing placement exceeds 0.30' in thickness, the shoulder <br />of new Curb, Gutter, and Sidewalk and between new sidewalks and existing <br />backing shall be placed in two fully compacted layers. <br />driveways. All new Curb, Gutter and Sidewalks shall conform to the existing <br />3. <br />The Contractor shall be responsible for notifying The County at least 48 <br />flowline elevations, with a straight grade between conforms, unless otherwise <br />hours in advance when work will be ready for testing. All testing shall <br />shown on the drawings. <br />conform to the Standard Specifications. All re—testing shall be paid by the <br />8. Shoulder Backing material at all intersection radii shall receive Penetration <br />co <br />Contractor. <br />Treatment at 0.25 gallon/square yard. Limits of the Penetration Treatment work <br />4. <br />All existing stop control signs, markings and centerline striping shall be <br />shall be confined to intersection radii plus ten feet (10') in each direction or to <br />temporarily re—installed on constructed Asphalt Concrete at the end of <br />the intersection conform, see Sheet 11 for locations. <br />every workday. <br />9. The contractor shall conduct the Shoulder Backing operation so as not to <br />�r <br />5. <br />Placement of Asphalt Concrete overlay shall not begin until the Asphalt <br />disturb or obstruct any existing drainage. <br />z <br />Concrete used in Pavement Repair has been in place for 18 hours. <br />COUNTY OF SAN JOAQUIN <br />NO SCALE GENERAL NOTES AND <br />WEST JACKSON STREETS RESURFACING <br />No. <br />Sheet NN <br />CONSTRUCTION <br />DETAILS <br />3 of 12 <br />DRAWN BY <br />DATE PROJECT ENGINEER DATE CHECKED DATE <br />Q. NOV-iCAa <br />Vl7/! � S/!il/3 <br />