Laserfiche WebLink
-41 <br />\CJ[-7 <br />4' Min Existing <br />See Note Below Surface <br />L0.50' 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 />NOTE <br />Conform <br />® EP <br />;onform <br />® EP <br />F-11 <br />Variable depth Asphalt Concrete <br />4' R over existing paved R <br />driveways and frontages. <br />Conform <br />® 0.04' A <br />over exist <br />surface Existing Width <br />12' Min <br />TYPE E <br />Paved frontages to be paid for as <br />r0-- B <br />Const o <br />EP Driveway #, <br />EP <br />AC Overlay 4' — 1 <br />Varma Var <br />0.04 <br />' <br />�ai1 oX mox) <br />Var depth <br />Existing AC over Exist <br />Roadway exist surface Surface <br />Type E driveway. <br />EP <br />\ 0.30' Asphalt Concrete over <br />1:1 shaped & compacted native <br />GENERAL NOTES: <br />1. All existing trees, shrubs, fences and other frontage improvements are <br />to remain in place unless otherwise noted. <br />2. All earthwork, except for final grading of the shoulders, shall be <br />completed prior to placing final layer of Asphalt Concrete. No Shoulder <br />Backing shall be deposited or drifted on the final layer of Asphalt <br />Concrete surfacing. Where the Shoulder Backing placement exceeds 0.30' <br />in thickness, the Shoulder Backing shall be placed in two fully <br />compacted layers. <br />3. The Contractor shall be responsible for adequately scheduling inspecting <br />and testing of all facilities constructed under this contract. All testing <br />shall conform to the Standard Specifications. All re—testing shall be paid <br />by the Contractor. <br />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED <br />�,...�. 2 T.�- <br />Gam <br />6/6/1 .• 6/6 12 _D�,r-.S' <br />L► B <br />Existing Width _ <br />12' Min <br />TYPE D <br />Conform <br />Const <br />P1 • <br />Existing <br />Roadway <br />EP Driveway <br />-I 1 - 4' <br />Va r\��oX max <br />4. Shoulder Backing material at all intersection radii shall receive <br />penetration treatment at 0.25 gallon/square yard. Limits of the <br />penetration treatment work shall be confined to intersection radii plus <br />fifty feet (50') in each direction or to the intersection conform. <br />5. All existing stop control signs, markings and centerline striping shall be <br />temporarily re—installed on constructed asphalt concrete at the end of <br />every workday. <br />GENERAL NOTES AND <br />CONSTRUCTION DETAILS <br />DATE <br />n <br />0 <br />0 <br />G <br />Exist <br />Surface <br />ROAD DISTRICT 5 RESURFACING 2012 1S 2ett Nof go - <br />