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i <br />0 <br />n <br />M D <br />m n <br />� D <br />.C-) -T1 <br />o M <br />X- <br />Z <br />D <br />K <br />fi m <br />CD <br />En <br />1-1 <br />0 <br />Z3 <br />i <br />0 <br />N� <br />0 <br />,mow > <br />,,Off <br />X <br />NOTE: Portion of existing concrete driveways from edge of <br />pavement to 4' beyond shall be removed. Concrete shall be <br />be saw cut to provide a neat straight joint at the conform <br />line. Final list to be provided by the Engineer. Payment for <br />removing concrete shall be considered as pay Item EXISTING <br />HIGHWAY FACILITIES (Removing Concrete). Driveways shall be <br />considered as pay Item DRIVEWAYS TYPE "D". <br />Ardelle Avenue: <br />EP <br />Station 3+65-4'x24' <br />(Lt.) <br />Station 5+22-4'x20' <br />(Rt.) <br />Station 18+55-4'x16' <br />(Rt.) <br />Carmellia Avenue: <br />Station 5+22-4'x32' (Rt.) <br />Dana Avenue: <br />Station 13+60-4'x22' (Lt.) <br />See Note _ <br />Hobart Avenue: <br />EP <br />Station <br />9+89-4'x16' <br />4 <br />(Rt.) <br />Station <br />10+65-4'x15' <br />Hobart Ave. <br />(Lt.) <br />Station <br />21 +08-4'x12' <br />May Ave. <br />(Lt.) <br />Sonora <br />Street: <br />Station <br />2+56-4'x20' <br />(Rt.) <br />Station <br />9+00-4'x16' <br />(Rt.) <br />Thelma <br />Avenue: <br />Station 8+48-4'x22' (Rt.) <br />r..!_L!_ <br />Note: Concrete <br />4' Min. Width, length and locations <br />to be determined by the Engineer. <br />PAVEMENT REPAIR DETAIL <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE I PROJECT ENGINEER DATE CH <br />/0,.,c,47'Ka;n o 2/2000 Ka4','a- C#'f.f Z/y/oo <br />5' at S t a <br />5' at Sta <br />*10' at Sta <br />• 2' at Sta <br />• 10' at Sta <br />• 2' at Sta <br />• 2' at Sto <br />• 3' at Sta <br />• 10' at Sta <br />EP - Conform @ E.P. <br />4' 1:1 <br />�- Conform <br />15+75 (Rt.) Hobart Ave.------ 12' Min. <br />20+51 (Lt.) Hobart Ave. <br />Existing Width <br />26+65 (Lt.) Ardelle Ave. 0.30' Asphalt Concrete over shaped <br />and compacted native material. <br />TYPE D <br />RECORD DRAWING <br />Corrections By- <br />No Changes By Ja, ,44rony <br />Date_ /z%7/pa <br />Any Person usi9,g i nis urawing briould Verify <br />All information By inspecting The Site Of Work. <br />2+60 (Rt.) Thelma Ave. Variable depth Asphalt Concrete <br />26+65 (Rt.) Ardelle Ave. over existing paved driveway. <br />TYPE E <br />R = Conform to <br />existing radii TYPICAL DRIVEWAYS <br />NO SCALE 1 CONSTRUCTION DETAILS I EAST STOCKTON STREETS RESURFACING PHASE1 <br />.CK D DATE SUBMIT DATE DATE AP ROVA ECOMMENDED DATE 7/001 fAWa� <br />Sheet No. <br />10 of 12 <br />EP <br />4 <br />10+00 (Rt.) <br />i- <br />Anthony Ave <br />22+80 (Rt.) <br />Hobart Ave. <br />1+12 (Rt.) <br />May Ave. <br />3+20 (Rt.) <br />May Ave. <br />2+60 (Rt.) Thelma Ave. Variable depth Asphalt Concrete <br />26+65 (Rt.) Ardelle Ave. over existing paved driveway. <br />TYPE E <br />R = Conform to <br />existing radii TYPICAL DRIVEWAYS <br />NO SCALE 1 CONSTRUCTION DETAILS I EAST STOCKTON STREETS RESURFACING PHASE1 <br />.CK D DATE SUBMIT DATE DATE AP ROVA ECOMMENDED DATE 7/001 fAWa� <br />Sheet No. <br />10 of 12 <br />