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See Planing <br />Detail below <br />� --- -- <br />------ -- <br />i <br />A Variable depth A.C. <br />Const. <br />Limits of Clearing and Grubbing <br />— 7' 7' <br />Pavement Reinforcing Fabric <br />(34' Wide) <br />to r. 1 Var. <br />Existing Roadway <br />0.17' Asphalt Concrete Overlay <br />Exist. Conc. C. G. & S. - <br />to remain in place (Typ.) <br />0.10' A.C. (Typ.) <br />RECORD RAWING <br />Corrections By <br />No Changes By <br />10 <br />Date <br />Of should Verity <br />Any Person Using This Drawing Uhrk <br />All information BY inspecting The Site <br />TYPICAL SECTION <br />(Williamsburg Place to Pershing Avenue) <br />GENERAL NOTES <br />1. Asphalt Concrete shall be placed as noted below: <br />0.17' A.C. Thickness: One (1) layer with reinforcing fabric over existing or prepared surface. <br />Const. 2. Part circle culverts and steel plating at driveways are to remain in place. <br />O <br />01 8' --- 9' <br />Confor Exist. A.C. Surface <br />7,,, <br />L — <br />Existing Curb <br />Gutter & Sidewalk Grading Plane <br />Asphalt Concrete surfacing <br />not shown for clarity. <br />LONGITUDINAL PLANING DETAIL <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED <br />b,13, 5abiniano 5/00 3 (%- 8��s10a <br />3. <br />Nand grinding of asphalt concrete <br />pavement will <br />be required at locations where <br />water valves, maintenance holes and <br />lamp holes <br />are within the planing limits. <br />4. <br />Water valve frames and covers shall <br />be adjusted <br />to finished grade. <br />5. <br />All fences shall remain in place. <br />6. <br />Longitudinal joints in the top layer <br />of A.C. are not <br />required to conform to the roadway crown or <br />centerline of Douglas Road. <br />7. <br />The contractor shall notify the City <br />of Stockton <br />prior to any construction activites that may damage the <br />loop system, in order to allow the <br />Cit to make <br />the necessary adjustments to the signal controller, by <br />calling the following phone number: <br />209) 937-8282 <br />(Traffic Engineering Section) <br />8. The contractor shall mark the locations of the loops and detector handhole then contact the City <br />for approval of the locations. <br />9. Loops shall be installed after the grinding operation and pavement repair, but before the street is resurfaced. <br />NO SCALE I TYPICAL SECTION AND GENERAL NOTES <br />DATE I SUBMITTED _ DATE <br />P/Iv fAM.,J i�- "i4t/ <br />AP,P,RVJAI AFECOMMEN DED <br />DOUGLAS ROAD RESURFACING Sheet No. <br />(Williamsburg Place to Pershing Avenue) 2 of 7 <br />DATE <br />