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CL <br /> Const. <br /> GENERAL NOTES <br /> Limits of Clearing and Grubbing 0 1 . All earthwork (except for final grading of the shoulders) shall be <br /> completed prior to placing final layer of asphalt concrete. <br /> 8' Max. 12' 11 12' 8' Max. W. 2. Asphalt Concrete Overlay shall be placed in two (2) layers of <br /> approximate equal thickness with pavement reinforcing fabric <br /> Refer to 22' Pavement Reinforcing Fabric Refer to on the existing pavement surface. <br /> Shoulder Details Shoulder Details. <br /> Sheet No. 3 Sheet No. 3 3. All existing fences and poles shall remain in place. <br /> E.P. E.P. 4. Surplus material from excavation (Shoulder Detail No. 3) shall be used <br /> .Var. Var., as embankment throughout the project as directed by the Engineer. <br /> Existing Roadway 5. Existing pavement frontage (Type E Driveway) @Sta. 48f Rt. shall be <br /> — —' — — — — — — paved to drain to existing drain inlets. <br /> 0 Limits of Mailbox relocation. 0.25' Asphalt Concrete Overlay <br /> TYPICAL SECTION <br /> (Sto. 10+20 to Sto. 118+58) <br /> CL <br /> Const. <br /> Conform @ E.P. Conform @ E.P. <br /> 2. 12' 4' Var. <br /> 4' or 6' <br /> 2. <br /> i n >. .� 8' .Q 18"0 or 24"0 C.S.P. <br /> .i`Y. <br /> (0.079" Thick) <br /> N <br /> 12' Min. Conform Existing Width Conform _ _ _ _ Structure Backfill _ _ <br /> Existing Width <br /> y. <br /> 0.30' Asphalt Concrete over shaped R — Conform to existingRadii <br /> A and compacted native material. Variable depth Asphalt Cncrete <br /> over existing paved driveway. Refer to S.P. 97A Flow Line to be <br /> TYPED TYPE E & S.P. 97E for level with existing pipe. <br /> = coupling details. <br /> TYPICAL DRIVEWAYS <br /> TYPICAL PIPE EXTENSION <br /> o NOTE: FOR TYPE "D" DRIVEWAYS <br /> No Scale <br /> Remove portions of existing concrete driveways; <br /> Sto. 19+32 Lt. — Remove concrete from edge of pavement to joint <br /> < 22' Lt. <br /> v_i Sto. 88+40 Lt. and Sta. 89+60 Lt. — Saw cut concrete 0 20' Lt. <br /> z and remove concrete between saw cut and edge of pavement. <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION MICKE GROVE ROAD RESURFACING1 Sheet No. <br /> & CONSTRUCTION DETAILS (Eight Mile Road to Armstrong Road) 2 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE I SUBMITTED DATE APPROVAL ECOMMENDED DATE <br />