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c Const Const. Const. <br /> Limits of Clearing and Grubbing Limits of Clearing and Grubbing Limits of Clearing and Grubbing <br /> 17' <br /> 1 6' 8' 16' 4' 4' 1 ' 4' <br /> TA.C. <br /> I Conform Var Conform Conform <br /> 8% I Var. <br /> Vor. _—�Variable DepthVariable De th Variable De th <br /> Shoulder Backing Shoulder Baskin Shoulder Baskin Overlay g 9 <br /> A.C. Overlay �pA..C. Overlay <br /> TYPE 1 TYPE 2 TYPE 3 <br /> R SHOULDER DETAIL <br /> SHOULDER TYPE SCHEDULE <br /> g <br /> Conform ® E.P. Conform ® E.P. Location Type <br /> Left Shoulder <br /> Exist. A.C.7 Const. Sta. 8+65 to Sta. 9+17 3 <br /> Var <br /> Surface 8• p Q f8' Sta. 10+91 to Sta. 14+93 3 <br /> 0 <br /> . / Var. Sta. 17+11 to Sta. 19+10 3 <br /> y 1d 5'—10 Conform 12' Min. Conform Conform Sta. 19+10 to Sto. 84+00 1 <br /> p. I ( Existing Width Conform <br /> width Right Shouldeexistinr <br /> 0.30' Asphalt Concrete over <br /> Existing C.&G. — — — — — —� P Sta. 8+65 to Sta. 9+17 3 <br /> shaped and compacted native Variable depth Asphalt Concrete Sta. 10+91 to Sta. 14+92 3 <br /> rn material. over existing paved driveway. Sta. 17+10 to Sta. 19+50 3 <br /> M Z Grading Plane R = Conform to existing radii Sta. 19+55 to Sta. 22+00 1 <br /> Z Sta. 22+00 to Sta. 32+00 2 <br /> TYPE Q TYPE E Sta. 32+00 to Sta. 84+00 1 <br /> M <br /> LONGITUDINAL PLANING DETAIL DRIVEWAY DETAILS 'Na dike at this location. <br /> 5 Woodbridge Road S/W Corner Pavement width varies <br /> 2 (See Plan Layout, Sheet No. 5) from 16'-19'. <br /> il COUNTY OF SAN JOAQUIN NO W&E CONSTRUCTION DETAILS LOWER SACRAMENTO ROAD Sheet No. <br /> RESURFACING 3 of 7 <br /> DRAWN BY DATE PROJECT ENgNEER DATE CHECKED DATE ,,,,,, SUBMITTED DATE COMMENDED DATE <br /> E.N. Peterson 2/97 G 4171,' l7/4y i/ °/4 _ 7 <br /> 7 <br />