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Const. GENERAL NOTES: <br /> 1 1. Contractor shall scarify native soil adjacent to pavement at <br /> Limits of Clearing and Grubbing and Mailbox Relocation intersection radii to a depth of 6" and blend shoulder backing <br /> material prior to compaction. Limits of this work shall be <br /> See 11 11' See confined to intersection radii plus 50 feet in each direction. <br /> Shoulder Shoulder Payment for blending shall be considered as included in the <br /> Details 2% _2% Details price for Shoulder Backing. <br /> Sheet 3 �� Sheet 3 2. Existing drainage facilities shall remain in place unless otherwise <br /> noted. The Contractor shall conduct earthwork operations so as <br /> _ — _ T� _ _ _ not to modify or obstruct the existing drainage. <br /> — — — — — — — — — I — — — — <br /> - - - — — J 3. Horizontal cut requirements of Section 19-6.01 of the State <br /> Var. A.C. Leveling 0.25' Asphalt Concrete Standards Specifications shall be modified to a minimum <br /> Exist. Roadway <br /> Overlay of 2 feet. <br /> TYPICAL SECTION 4. All earthwork (except for final shoulder grading) shall be <br /> Sta. 75+80 to Sta. 82+10 completed prior to placing final lift of asphalt concrete and <br /> asphalt concrete leveling. <br /> CL 5. Placement of asphalt concrete overlay shall not begin until the <br /> Const. asphalt concrete used in pavement repair has been in place <br /> I for 12 hours. <br /> Limits of Clearing and Grubbing and Mailbox Relocation 6. Asphalt Concrete Paving shall be placed as follows: <br /> See X11° , LE 0.25' <br /> See 0.25' A.C.: Two (2) layers of approximate equal thickness with <br /> Shoulder Shoulder Pavement Reinforcing Fabric placed on the <br /> existing surface. <br /> Details ❑2 Details <br /> 20 Pavement Reinforcing Fabric 0.45 A.C.: Three (3) layers of approximate equal thickness with <br /> N Sheet 3 Sheet 3 base layer = 0.20 and second and top lift of <br /> 0 , Var. Vag approximate equal thickness. <br /> 7. All existing trees, shrubs, fences, concrete walks and other <br /> frontage improvements are to remain in place unless <br /> D _ _ - - - - - - - - - - - - - - - - - - - _ _ _ otherwise noted. <br /> TYPICAL SECTION 8. Contractor shall obtain an encroachment permit from Caltrans <br /> Exist. Roadway 0.25 Asphalt Concrete encroachment permit office for work and signing within state's <br /> o z Sta. 10+66 to Sta. 75+60 Overlay jurisdiction. <br /> LW M m Sta. 82+10 to Sta. 194+44 <br /> s <br /> Const. <br /> I <br /> Limits of Clearing and Grubbing and Mailbox Relocation <br /> SeeDi See <br /> Shoulder Var. , Var. Shoulder <br /> Details Details <br /> Sheet 3 Var. _ _ _ _ — — _ _ — —Varma Sheet 3 <br /> O J - - - - - - - - - - I , - - - - - - - - - -J <br /> Roadway excavation 0.45 Asphalt Concrete <br /> (� A (See Plan for Depths) Exist. Roadway Reconstruction El See Plans for width variations <br /> O X TYP I CAL S ECTI O N a 24' wide Sta. 10+66 to Sta. 12+55 <br /> N <br /> Z Sta. 6+00 to Sta. 10+66 <br /> W COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION AN2P/4 <br /> TURNER ROAD RESURFACING Sheet No. <br /> GENERAL NOTES (Jacob Brack Road to Davis Road) 2 of 12 <br /> DRAWN BY DATE PROJECT ENGINEER DATE c DATE APPROVAL RECOMMENDED <br /> Vincent �i cClar 06 Q �2 l�j�( ,d <br />