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i <br /> Const. 6 fNERA L NO TES <br /> Limifs of C/el ring and 6rubbiny / Asphp/t Concrete used For Pavement <br /> repair shol/ be ploced rn layers which <br /> *4' lZ ' �� /2 ' ' 1' do not exceed 0.50' in compacted <br /> 0.06 'A. C.(Typ.) thickness. <br /> �fxisting A. C. Dike to 2, placement of Asphalt Concrete Surfociny <br /> Var. i Var. von Vo remorn in place CTyp.) shall not begin until Aspholt Concrete <br /> -- - - - - -- - - - - - �` used !n pavement repair has been inm <br /> _ J place for o minimuof 36 hours, <br /> 0./7'flspho/t Concrete Overlay. 3. Place Survey Monument Frame and <br /> Existing Roadway Cover of Sta. 42 117Y . Exact location <br /> *'Note : The existing pavement to be determined by the Engineer. <br /> shall be planed 12'-16' Refer to S. r/. Co. Standard A - 8 <br /> T YP/CAL SECTION from f ocroSS intersections for Details. <br /> and when the A. C. Dike <br /> STA. 5 t 00 to 3TA. /2100 is beyond /6' From C to <br /> allow new overlay to <br /> conform at 16' from �. <br /> Ip <br /> Const. <br /> Limits of Clearing and Orubbing <br /> 4 4' l2 ' <br /> -0. /0'A. C. (Typ,) <br /> Conform <br /> Var. Vac ! Vor vor <br /> Conform <br /> -72 <br /> r _ _ _ _ — _ — _ _ _ _— _ _ _ _ _ <br /> m L _ —� <br /> 0 m <br /> Uar. Depth Shoulder 0/7'/4spha/t Concrete Over/ay. <br /> Backing CTyp.) Existing Roodwoy <br /> m <br /> TYPICAL SECTION <br /> � a STA. l2f00 to STA. 14f00 <br /> m STA. 3/ t 25 to S TA. 45 ,'50 <br /> o COUNTY OF SAN JOAQUIN NO SCALE TYP/CAL SECTIONS ORR L H L W ROAD jLoSheeNo. <br /> I-Sd0 to Rood ?oLinn f 6 <br /> LqL Drava EY I Dot* 1 Project Eafialter I Clete p-cb"h d Date suuMLMiNd I Data ammeetdDd D04 <br /> -Aa-12 j B8 n,,GWL 3198 -alr'^'a,�- IBS //RA> i _ <br /> � 3f <br />