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Const. <br /> A.C. Walkway i <br /> *1 ' L. � - 10' Pavement --_I 2' �- <br /> 6 { See Plans For A.C. Dike Reinforcing Mesh <br /> 2. Locations and Types (Both Sides, Typ) <br /> H.P. 0.30' _V_ar. Var.� AC Dike <br /> � H.P. <br /> Earthwork <br /> (Misc. Areas - Type 1) -irlIiF11 7 <br /> lII <br /> m > i y -I i,h11 _ ____ Imported Borrow <br /> z <br /> Imported Bo _____ _____ 9 _0.12' A.C. Overlay L Existing Roadway II v30' AICu ' <br /> n p <br /> a u ri <br /> L_ __ <br /> JI In 1 <br /> Pavement Reinforcing <br /> Fabric �q <br /> 3 > Eorthwork IZ= _ <br /> (Misc. Areas - Type 2) `� - <br /> - 4' High x 6" Thick) Compact existing shoulder <br /> Concrete Cut-off Wall and place Imported Borrow 4' High x 6" Thick <br /> to 957 compaction (1' depth) TYPICAL SECTION Concrete Cut-off Wall <br /> a Sta. 17+00 to Sto. 23+94 <br /> 3 <br /> Sta. 26+30 to Sto. 33+00 <br /> 3' Sto. 23+00 to Sto. 23+94 (Lt) <br /> 1 . Payment for removal and disposal of existing A.C. dike where <br /> indicated in the plans, shall be considered as included in the <br /> contract Lump Sum unit price for Clearing and Grubbing. <br /> 2. Placement of asphalt concrete surfacing shall not begin until the <br /> '" asphalt concrete used in p p <br /> for 18 hours. Pavement repair has been .n lace <br /> o <br /> 3. Asphalt Concrete shall be placed in one (1) layer with pavement <br /> 0 A reinforcing fabric and pavement reinforcing mesh on existing roadway. <br /> z <br /> ` , o <br /> r COUNTY OF SAN JOAQUIN NONE TYPICAL SECTIONHANSEN ROAD EMBANKMENT REPAIR sheet No. <br /> (Interstate Highway Route 205 Overposs) 2 of 7 <br /> DRAWNBY DATE PROJECT ENGINEER DATE CH DATE APPROVAL RECOMMENDED DATE <br /> / .._e._ _ .,o .� n �Li a _ _i i _ <br />