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Const. <br /> I <br /> ----- - - - Urnits of Clearing land Grubbing <br /> . I a) <br /> 20' <br /> -.. __ '20'._44' _ <br /> 6' 24'--48'-. __ -. - _ <br /> 1 <br /> j <br /> 0.10' A.C. 32'- 42' Pavement Reinforcing Fabric 5' 0.10' A.( <br /> ' I 1 <br /> Vor._ <br /> Planing Subgrade Planing Sub cjro rade <br /> See Longitudinal 0.25' Asphalt Concrete Overlay See Lo <br /> Planing Detail nIul <br /> tPlaning Detail <br /> 0 <br /> TYPICAL SECTION Existing Roadway <br /> 20': Stu. 10+63 to Sta. 19+90 Sta. 10+63 to Sta. 22+66 <br /> N <br /> n <br /> 20'- 44': Sta. 19+90 to Sta. 22+66 <br /> s <br /> ] 32': Sta. 10+78 to Sta. 21+00 <br /> a 42': Sta. 21+00 to Sta. 22+36 <br /> 0 <br /> See Below <br /> .-- .-. —.,�__ _ . Var. <br /> Conform - Exist. A.C. Surfm,e <br /> GENERAL NOBS 1 <br /> 1. Asphalt concrete shall be placed in two layers of <br /> p, approximate equal thickness with pavement reinforcing <br /> fabric between the layers. --- - `. - <br /> 2. Placement of asphalt concrete surfacing and leveling shall not <br /> m begin until the asphalt concrete used in pavement repair has Grading Plane <br /> p been in place for 12 hours. <br /> LONGITUDINAL PLANING DETAIL <br /> 0 6': Sta. 11+77 to Sta. 22+36 (Lt_) <br /> 10': Sta. 11+50 to Sta. 22+36 (Rt.) <br /> COUNTY OF SAN JOA UIN NO SCALE TYPICAL SECTION RYDE AVENUE RESURFACING Sheet No. <br /> Q AND PLANING DETAILS (Stockton City Limits to Alpine Avenue) 2 of 5 <br /> DRAWN B1 DATE PROJECT ENGINEER DATE CHE ED DAA SUBMITTED DATE APPR -C'UVENDED DATE <br /> J.M Levers 6/99 <br />