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rL Const. <br /> Limits of Clearing and Grubbing and Mailbox relocation. <br /> 1 ' 4' 4' 12' ►I 12' 4' 4' 1' <br /> 1' 22' Pavement Reinforcing Fabric �l ' <br /> 8% Var. I Var. _8% <br /> Conform y r Conform <br /> Variable Depth I 0.25' Asphalt Concrete Overlay Variable Depth <br /> Shoulder Backing Existing Roadway TYPICAL SECTION Shoulder Backing <br /> Const. Sta. 10+45 to Sta. 115+65 <br /> Limits of Clearing and Grubbing <br /> sand Mailbox relocation. <br /> D <br /> 1, Earthwork 12' <br /> m (Misc. Areas) <br /> 4' 4' 1 ' Pavement GENERAL NOTES <br /> Reinforcing abric <br /> 1. The Asphalt Concrete (0.25' resurfacing) shall be placed 5. Removal of A.C. Dike, where shown on the plan shall be <br /> a Conform in two (2) layers of approximate equal thickness with done in such a manner as not to damage the existing A.C. <br /> LVOf' pavement reinforcing fabric placed on prepared existing surface. surface below the dike. Payment for removal of dike shall <br /> be considered as included in the Clearing and Grubbing item <br /> 2. Shoulder Backing Material at all intersection radii shall of work. <br /> L _ be blended with the top 6" of native soil material as 6. Removal of Concrete Headwalls where shown on the plans <br /> 0.25' Shoulder Backing directed by the Engineer. Payment for blending shall be shall be done in such a manner as not to damage or <br /> LExistin Roadway considered as included in the contract unit price paid <br /> 9 Y disturb the existing Structure underneath. Payment for the <br /> for Shoulder Backing. <br /> EARTHWORK Misc, Areas Concrete Removal shall be considered as included in the <br /> Sta. 17+00 to Sta. 18+00 (Lt. & Rt.) 3. All earthwork (except for final lift of shoulder backing) Removing Concrete item of work. <br /> p Sta. 21+00 to Sta. 23+00 (Lt.) shall be completed prior to placing final layer of asphalt <br /> o Sta. 41+00 to Stu. 51+00 (Rt.) concrete. No Shoulder Backing Material shall be deposited 7. Cleaning ends of Exist. cross—drain at Sta. 71 +80 shall be <br /> FSta. 50+00 to Sta. 51 +00 (Lt.) or drifted on the final lift of asphalt concrete surfacing. done in such a manner as not to damage existing Structure. <br /> �., Payment for cleaning cross—drain and sloping shoulders to <br /> n Sta. 74+00 to Sta. 87+00 (Rt.) 4. The contractor shall conduct the Shoulder Backing operations <br /> '+ so as not to disturb or obstruct any existing drainage. drain, shall be provided under Item No.t Force Account. <br /> m Sta. 79+00 to Sta. 80+00 (Lt.) <br /> i sta. 85+00 to Sta. 87+00 (Lt.) <br /> Sta. 104+00 to Sta. 112+00 (Rt.) <br /> COUNTY OF SAN JOA UIN NO SCALE TYPICAL SECTION DAVIS ROAD RESURFACING Sheet No. <br /> Q AND GENERAL NOTES (Woodbridge Road to Peltier Road) 2 of 6 <br /> DRAWN BY DATE I PROJECT ENGINEER I DATE CHECKED DATE SUBMITTED �D/A-TE APPROVAL RE OOM�MENDED LDATE <br /> A77 4/°Z I'-_4Twcw� 7/i��n yn/z ,P �� fz//.p a/�o ez <br />