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See Note Below Conform Back Of Sidewalk Expansion ansion Joint <br /> Existing Surface Retaining Curb (Typ.) <br /> i <br /> 1 ' TYP• <br /> ocy <br /> i OWN 1lsl <br /> Existing Width Conform a. <br /> 0.60' Asphalt Concrete <br /> Note: Width, length, and locations to be P.C.C. <br /> determined by Engineer. o+ <br /> 4" P.C.C. over shaped and compacted ro <br /> native material <br /> PAVEMENT REPAIR DETAIL ^� <br /> No Scale <br /> Conform ® E.P. <br /> 6'-0" owl <br /> 1" <br /> \ e\ <br /> Conform <br /> 4' <br /> x� E €`' \ Existing Width MARINE AVE. (North) <br /> per 1' _ `-4 <br /> 12' Min. <br /> TYPE D <br /> 0.30' Asphalt Concrete over 2% <br /> shaped and compacted native max. <br /> Mow- <br /> material. Face of Curb <br /> AT RETURN Class B Concrete <br /> ^ti <br /> 4'-0" 12" 12" Conform ® E.P. 6' <br /> \ <br /> M _ <br /> _� \ + X• <br /> * 1/4" per 1 ' <br /> Conform <br /> 3/4" R TYPE E 12.5% Max. <br /> 17 10 1/4"R at curb <br /> E Variable depth Asphalt Concrete <br /> Dowels Class B Concrete <br /> — #5 or 5/8"0 x24" Spaced � over existing paved driveway. <br /> 12" O.C. greased and wrapped one <br /> side through every expansion joint. FRANKLIN AVE. (North <br /> * Sta. 43+00 to Sta. 49+00 (Lt.) — Where no work is being done to the <br /> existing driveways, the sidewalk slope shall vary to allow the back TYPICAL DRIVEWAYS <br /> of sidewalk to conform to existing driveway. WHEELCHAIR RAMP DETAIL <br /> No Scale <br /> Refer to San Joaquin County <br /> Details R-10a and <br /> CURB. GUTTER & SIDEWALK DETAILS R-10b Wheelchair Ramp <br /> No Scale Details <br /> No Scale <br /> y DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATETOT& <br /> Z -0/,97- I f/ COUNTY OF SAN JOAQUIN SCALE: NONE CONSTRUCTION DETAILS Michigan Avenue Reconstruction 'a• � <br /> s <br /> 4/9z �4a/IrW.�,ei&t - a m Kirk Ave. to Marine Ave. 9 10 <br /> FlLE E DRAWERI SHEET NO. ACRD <br /> 0 � C:\MICHIGAN\CNSTDETL <br /> rte, <br />