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i <br /> Const <br /> L _ Limits of Cleaning and Grubbing — y <br /> 2— - 12'-28' 4— — 12'-46' T 2'�7 4' 1 ' f <br /> F� 24' Pavement Reinforcing Fabric <br /> Conform Conform�o/ lag—'�— _ !/oi I%� 8.Z <br /> Conform <br /> Ol <br /> Existing Ground 0.25' Asphalt Concrete Overlay - — <br /> GENERAL NOTES, Existing Road Structure) _ Variable Depth <br /> 1. Placement of Asphalt Concrete overlay shall not begin until the Asphalt Concrete Shoulder Booking (Typ.)c� <br /> used in Pavement Repair has been in place for 12 hours. TYPICAL SECTION <br /> 2. Asphalt Concrete shall be placed in two (2) layers of approximate equal thickness T 171.•+OS to SE TIO <br /> with Pavement Reinforcing Fabric placed on existing or prepared surface. <br /> 75+73 <br /> n 3. All earthwork (except for final shoulder grading) shall be completed prior to placing <br /> o final lift of Asphalt Concrete. No Shoulder Backing material shall be deposited or <br /> drifted on the final lift of Asphalt Concrete surfacing. <br /> r1 4. Hand grinding of Asphalt Concrete pavement will be required at locations where <br /> > detector handholes are within the planing limits. Payment for hand grinding shall be <br /> considered _ ncluded in the contract unit rice <br /> ^' p pailPlaning Asphalt Concrete <br /> Pavement. — See Note Below � Existing <br /> r <br /> 5. Existing drainage facilities shall remain in place unless otherwise noted. The Surface <br /> Contractor shall conduct earthwork operations so as not to modify or obstruct the <br /> existing drainage. <br /> 6. All existing trees, shrubs, fences, traffic signal equipment and other frontage <br /> improvements are to remain in place unless otherwise noted. <br /> 7. Shoulder Backing material at all intersection radii shall receive Penetration Treatment <br /> at 0.25 ollon s uare 0.70' Asphalt Concrete _ Existing <br /> 9 / q yard. Limits of the Penetration Treatment work shall be Roadway <br /> confined to the intersection radii plus fifty feet (50') in each direction or to the <br /> intersection conform. NFao.. .7-85/i-6n5 <br /> PAVEMENT REPAIR DETAIL <br /> yi aP�` <br /> A 8. Contractor will be required to obtain encroachment permits and enter into an Q' Dky�f <br /> A> agreement with Caltrans and UPRR for work within the State's and Railroad's Note: Width (4' minimum). Approximate dimensions <br /> jurisdictions, respectively. used for estimating purposes are available <br /> 9. The Contractor shall be responsible for adequately scheduling inspection and testing upon request. Dimensions and locations are %/'//n��%{� <br /> M of all facilities constructed under this contract. All testing shall conform to the subject to change at Engineers discretion. �.��- <br /> ( o Standard Specifications. All re—testing shall be paid by the Contractor. <br /> V Peter D. Martin <br /> RCE 38465 <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION, CONSTRUCTION JACK TONE ROAD RESURFACING Sheet No. <br /> DETAIL AND GENERAL NOTES (State Highway Route 120 to French Camp Road) 2 of 4 <br /> DRAWN BY I DATE I PROJECT ENGINEER DATE I CHEC ED LD/ATE APPROVAL ECOMMENDED DATE <br /> OY2 <br /> R. FOVS 02/09 J� DATE0�1 <br />