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Exist. fence to L Const. Conform ® E.P. <br /> ��remain on place. E.T.W. <br /> EP <br /> 12'-17' 16' � - <br /> I <br /> E E �. 1 8' <br /> ° ° 24' I 1 <br /> C C <br /> U U I <br /> Conform <br /> m 1• Var. 1 ' 1.5' 1.5' 1 ' 3' <br /> € Limitsof I Existing Width <br /> 012' Asphalt Planing <br /> � U <br /> E <br /> a _ <br /> } <br /> 0.30' Asphalt Concrete over shaped and compacted native material. <br /> 0 0.50' Var. 0.25' Overlay <br /> 0 <br /> Asphalt Concrete <br /> 3 (Miscellaneous Areas) <br /> Conform ® E.P. <br /> Concrete Valley Gutter <br /> S Asphalt Concrete SECTION A—A EPor <br /> o (Miscellaneous Areas) <br /> m Sacramento Boulevard: <br /> a F, Sta. 15+55 to Sta. 16+72.5 (Lt.) R <br /> ° <br /> E.P. Const. <br /> E <br /> a m <br /> Exist. Conc. Curb a 12'-21'f 16' Conform R = Conform to <br /> m to remain on place. I Existing Radii. <br /> a U IL-4 f <br /> r 0.10' —7 <br /> �^ Existin Width <br /> `Var' <br /> a <br /> Var. 25' Overlay Variable depth Asphalt Concrete <br /> —".10 0. vera <br /> o Y over existing paved driveway. <br /> w SECTION B—B <br /> n Sacramento Boulevard: <br /> Stu. 16+80 to Stu. 19+45 (Lt.) <br /> L Const. See Note Below <br /> Existing <br /> w E g' 18' � Surface <br /> V, a 0.17' Max. I <br /> C Low Dike <br /> u, U L1 <br /> p <br /> $ <br /> Note: <br /> SECTION C—C <br /> C Width, length and locations to be 0.50' Asphalt Concrete <br /> New Hope Road: Overlay determined by the Engineer. <br /> Fn Sto. 36+45 (Rt.) Sta. 39+50 (Lt.) <br /> z Sta. 37+50 (Lt.) Sta. 41+65 (Lt. & Rt.) PAVEMENT REPAIR DETAIL <br /> Sta. 37+60 (Rt.) <br /> COUNTY OF SAN JOAQU NNO SCALE CONSTRUCTION DETMLS SAcR TO BOULEVARD AND NEW HOPE ROAD RESUff, Sheet No. <br /> Town of Thomton 8 of 10 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHEC ED DATE SUBMITTED DATE AP ROVAL RECOMMENDED DA <br /> P• T F�oz �irx/. 'rns.n:.. 9�/G�az u'L �n.�2�_� 6�j� -- sli' <br />