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EP Conform @ E.P. EP Conform @ E.P. <br />T 0.30' Aspphalt Concret <br />4' over shaped & teno ed R <br />11 not"ive moteriol. 1:1 <br />Existing Width Conform <br />Conform J Existing Width 12' Min. <br />12' Min. �' <br />Variable depth Asphalt Concrete over existing paved driveway. <br />TYPED TYPE E <br />See Note Below EExistin <br />Surfac� <br />0.30' Asphalt <br />Concrete <br />NOTE: Width (4' minimum): <br />Approximate dimensions used for estimating purposes <br />are available upon request. The dimensions and locations <br />ore subject to change at the Engineer's discretion. <br />PAVEMENT REPAIR DETAIL <br />COUNTY OF SAN JOAQUIN <br />�vcve� �vzi�dl/v <br />0.25 A.C. Overla <br />11' — 2' <br />a <br />W Aq <br />WHITE :LANE: `� <br />Station 7+10 to 12+92 Lt. <br />Station 16+25 to 21+50 Lt. <br />Station 26+65 to 31+00 Lt. <br />Station 33+40 to 50+74 Lt. <br />Station 42+15 to 50+74 Rt. <br />SOLARI RANCH ROAD <br />Station 0+19 to 7+50 Lt, <br />TYPE F <br />100' Bridge � 29C-336 100' <br />A.C. Trons. A.C. Trans. <br />X56' 44' S6' X44 <br />pavement 0.40' Cut in 0.40' Cut in pavemen <br />grinding Pavement Pavement grinding <br />0.30' Asphdlt Concrete <br />0.25 A.C. Overla <br />Exist. <br />Exist. IRoadway <br />Roadway 0.30' A.C. L 0.30' A.C. <br />Pavement Repair Pavement Re air <br />rfi � <br />CORD DRAWINC <br />PAVEMENT REPAIR DETAIL Corrections By <br />AT BRIDGE APPROACHES No Changes &V <br />€ ny Person Using This Drawing ing 5hhind Verity <br />A16 information By inspecting The Site Of war& <br />NO SCALE <br />heet No. <br />I CONSTRUCTION DETAILS <br />9 of 10 <br />NOTE: <br />Approx. 4 S.Y. of <br />concrete removal at <br />concrete <br />driveway at White Lane Sta. 44+00 Lt. <br />Saw cut at score <br />line approx. 1' from <br />edge <br />of <br />pavement. Payment for this work shall <br />be considered as <br />included in the lump <br />sum <br />for <br />the clearing and grubbing bid item. <br />TYPICAL <br />DRIVEWAY <br />DETAILS <br />See Note Below EExistin <br />Surfac� <br />0.30' Asphalt <br />Concrete <br />NOTE: Width (4' minimum): <br />Approximate dimensions used for estimating purposes <br />are available upon request. The dimensions and locations <br />ore subject to change at the Engineer's discretion. <br />PAVEMENT REPAIR DETAIL <br />COUNTY OF SAN JOAQUIN <br />�vcve� �vzi�dl/v <br />0.25 A.C. Overla <br />11' — 2' <br />a <br />W Aq <br />WHITE :LANE: `� <br />Station 7+10 to 12+92 Lt. <br />Station 16+25 to 21+50 Lt. <br />Station 26+65 to 31+00 Lt. <br />Station 33+40 to 50+74 Lt. <br />Station 42+15 to 50+74 Rt. <br />SOLARI RANCH ROAD <br />Station 0+19 to 7+50 Lt, <br />TYPE F <br />100' Bridge � 29C-336 100' <br />A.C. Trons. A.C. Trans. <br />X56' 44' S6' X44 <br />pavement 0.40' Cut in 0.40' Cut in pavemen <br />grinding Pavement Pavement grinding <br />0.30' Asphdlt Concrete <br />0.25 A.C. Overla <br />Exist. <br />Exist. IRoadway <br />Roadway 0.30' A.C. L 0.30' A.C. <br />Pavement Repair Pavement Re air <br />rfi � <br />CORD DRAWINC <br />PAVEMENT REPAIR DETAIL Corrections By <br />AT BRIDGE APPROACHES No Changes &V <br />€ ny Person Using This Drawing ing 5hhind Verity <br />A16 information By inspecting The Site Of war& <br />NO SCALE <br />heet No. <br />I CONSTRUCTION DETAILS <br />9 of 10 <br />