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0 <br />N <br />0 <br />n <br />0 <br />0 <br />Q <br />0 <br />m <br />0 <br />0 <br />4.0' Min.. I <br />�A� <br />Place detectable warning surface <br />at curb romp <br />per S.P. A88A (Typical). <br />Existing curb, <br />gutter & sidewalk - <br />s ------------------ <br />Front edge <br />of sidewalk <br />(flowline). <br />Conform at existing <br />expansion joint or <br />--saw cut (TYp•) <br />RA, <br />CURB RAMS [ <br />D <br />v Parkdale Drive <br />m Sta. 17+90 Lt. <br />M <br />D IM <br />® FL <br />----------- <br />Place <br />(Min.) truncated <br />domes <br />(Concrete curbs and sidewalks <br />an <br />r <br />M <br />z <br />P <br />Saw cut 1> �__ F. W5% I �2% <br />U/G!/1/.!l1L lL/LU/!/J17lCCC <br />Existing roadway <br />P <br />Retaining curb <br />as necessary.. <br />4" Min. Class 4 Aggregate subbase, <br />compact to a minimum relative <br />compaction of 90% (Typ.) <br />COUNTY OF SAN JOAQUIN <br />NO SCALE <br />Retrofit detectable warning <br />urface at curb ram <br />Grinding a?rea{ p' <br />CURB RAMP <br />MODIFY AND RETROFIT DETAIL <br />4' Minimum Existing <br />surface <br />Tzz_ < <br />— 0.50' asphalt <br />concrete <br />PAVEMENT REPAIR DETAIL <br />Note: Width (4' minimum). The maximum layer <br />thickness placement shall not exceed 0.20'. <br />Approximate dimensions used for estimating <br />purposes are available upon request. Dimensions <br />and locations are subject to change at Engineer's <br />discretion. <br />Retrofit detectable warning surface <br />at curb ramp after grinding. <br />Per S.P. A88A (Typical). <br />6" Min. <br />Grinding area.- <br />_ Existingroadway J Existing curb" romp <br />1 ` <br />\�� . �,. <br />CONSTRUCTION <br />DETAILS <br />DRAWN BY <br />DATE <br />PROJECT <br />ENGINEER <br />DATE <br />CHECKED <br />DATE <br />Enrique SiCva <br />711=- <br />Place 0.70' depth - <br />® <br />(A.C. Misc. areas) <br />SECTION A—A <br />m <br />Retaining curb <br />as necessary.. <br />4" Min. Class 4 Aggregate subbase, <br />compact to a minimum relative <br />compaction of 90% (Typ.) <br />COUNTY OF SAN JOAQUIN <br />NO SCALE <br />Retrofit detectable warning <br />urface at curb ram <br />Grinding a?rea{ p' <br />CURB RAMP <br />MODIFY AND RETROFIT DETAIL <br />4' Minimum Existing <br />surface <br />Tzz_ < <br />— 0.50' asphalt <br />concrete <br />PAVEMENT REPAIR DETAIL <br />Note: Width (4' minimum). The maximum layer <br />thickness placement shall not exceed 0.20'. <br />Approximate dimensions used for estimating <br />purposes are available upon request. Dimensions <br />and locations are subject to change at Engineer's <br />discretion. <br />Retrofit detectable warning surface <br />at curb ramp after grinding. <br />Per S.P. A88A (Typical). <br />6" Min. <br />Grinding area.- <br />_ Existingroadway J Existing curb" romp <br />1 ` <br />\�� . �,. <br />CONSTRUCTION <br />DETAILS <br />DRAWN BY <br />DATE <br />PROJECT <br />ENGINEER <br />DATE <br />CHECKED <br />DATE <br />Enrique SiCva <br />711=- <br />HEGX)N--L) URAWINGChangeq <br />3 <br />pPt�nr 1 Mi - -••• <br />r �� Th1S �rAWin� 4hit ,i it <br />BEAR CREEK TERRACE STREETS RESURFACINGI Sheet No. <br />(Creekview Drive, Parkdale Drive & Wildwood Drive) 7 of 8 <br />