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Ct Const. <br /> Limits of Clearing and Grubbing <br /> and Earthwork (Mist. Areas) Earthwork <br /> (Misc. Areas — Type 1 ) <br /> Refer to Sht. 7 For Locations <br /> 6' 16' <br /> 2' 4' 6'} 10'} 10'± W 4' w 2' <br /> 24' Pavement Reinforcing Fabric <br /> Conform .2% Var. Vac 2% Conform <br /> rV. <br /> Existing Roadway /^ --- <br /> 0.25' Asphalt Concrete Overlay Excess Excavated Material <br /> (See plan sheets for thickness variations) or Shoulder Backing (TYP ) <br /> TYPICAL SECTION — SHOULDER CONDITION 1 0.25' Asphalt Concrete Widening <br /> GENERAL NOTES: Sta. 10+08 to Sta. 120+10 Earthwork x+ " <br /> 0 sc. Areas Type 2 1. The Contractor shall obtain an Encroachment Permit from Mi - YP ) <br /> ` n Caltrans for work and traffic control within the State's <br /> N <br /> d o right of way. g } q 2 <br /> 3 2. Contractor shall scarify native soil adjacent to pavement at Conform 7 _ <br /> intersection radii to a depth of 6" and blend shoulder backing n <br /> a material prior to compaction. Limits of this work shall be <br /> confined to intersection radii + 50' in each direction. Payment Vac 27� <br /> i for blending shall be considered as included in the price for <br /> Shoulder Backing. <br /> Shoulder Backing Tj <br /> 3. Existing drainage facilities shall remain in place unless otherwise — — — 9 ( YP.) <br /> noted. The Contractor shall conduct earthwork operations so as 0.25' Asphalt Concrete Widening l <br /> not to modify or obstruct the existing drainage. 0.25' Asphalt Concrete Overlay + <br /> 4. -Material used for shoulder backing shall be "Selected Material" (See plan sheets for thickness variations) <br /> (tdp,soil) at Sta. 113+15 to Sta. 114+38 Rt., ]own area. <br /> (11 SHOULDER CONDITION 2 <br /> 5. All earthwork (except for final shoulder grading) shall be Refer to Sht. 7 For Locations <br /> completed prior to placing final lift of asphalt concrete. � RyANp� <br /> 0 6. Placement of asphalt concrete surfacing shall not begin until <br /> the asphalt concrete used in pavement repair has been in B. All existing trees, shrubs, fences, concrete walks and other <br /> E frontage improvements are to remain in place unless otherwise noted. k No. C23341 <br /> n place or 12 hours. * Eq 12-31-M <br /> =� 7. Asphalt Concrete shall be placed in two (2) layers of approximate g. Sta. 115+75} Rt. Remove portion of hedge to accomodate <br /> R+ equal thickness with pavement reinforcing fabric placed on the shoulder work (11'} long). 9�t' C VIL��EpQ� <br /> o existing surface. LGIrr <br /> COUNTY OF SAN JOA UIN TYPICAL SECTIONS DAVIS ROAD IMPROVEMENTS Sheet No. <br /> Q NO SCALE AND GENERAL NOTES (State Highway Route 12 to Turner Road) 2 of <br /> DRAWN 8Y DATE PROJECT ENGINEER DATE DATE SUBNnTED DATE APPROVAL RECOMMENDED DATE <br />