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Maximum Payment <br />Width for Lawn (Sod) <br />Install Lawn (Sod) <br />as required to restore <br />adjacent areas <br />2' I Match existing width <br />room tinis <br />Min lio q5 <br />2% 4+, <br />MI6" 112'. / <br />5 5/8" x 24" long steel dowels <br />greased and wrapped one side <br />through all expansion joints <br />1Y2" x 3Y2" key or dowels <br />unless poured monolithic <br />12» 12" <br />1 Saw Cut <br />Max <br />Earthwork (Misc Areas) <br />�Var <br />-T7- TT i <br />_J G_1J -Lu <br />I12" `Place 0.70' AC Misc Areas <br />'16»� 6 r when necessary <br />4' (Min) Aggregate Subbase <br />Class 4 compacted to a min <br />relative compaction of 95% <br />TYPES CURB, GUTTER AND SIDEWALK DETAIL <br />M <br />n qto 20+34 to Sto 20+75 (Rt) Sta 21 +04 to Sta 21 +16 (Lt) <br />M Sta 23+21 to Sta 23+27 (Lt) <br />Install Lawn (Sod) � <br />as required to restore <br />adjacent areas or <br />conform with existing <br />d riveways <br />_Match existing width <br />broom finish surface <br />Min 'bio G5 <br />2% 4a+a <br />4 c <br />1Y2" x 3Y2" key or dowels <br />unless poured monolithic <br />12" 12" <br />00 <br />�1 6" I— 12" 6„ <br />5 5/8" x 24" long steel dowels <br />Jo greased and wrapped one side 4' (Min) Aggregate Subbase <br />� through all expansion joints Class 4 compacted to a min <br />relative compaction of 95% <br />M ROLL CURB, GUTTER AND SIDEWALK DETAIL <br />Sta 32+96 to Sta 33+90 (Lt) Sta 35+80 to Sta 36+12 (Lt) Sta 35+70 to Sta 36+12 (Rt) <br />COUNTY OF SAN JOAQUIN <br />NO SCALE <br />CONSTRUCTION <br />DETAILS <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />rEnrique SiCva 3/16�'� ls�a� 3/��li, S w•- 7 3� Icy <br />�OPfilCtianc ; :. <br />Vo Chanci., <br />—T <br />yin( �mltioh 1, <br />Roll—Vertical Curb and G <br />Type S Curb and Gutter <br />Expansion joints <br />CURB TRANSITION DETAIL <br />WEST COUNTRY CLUB RECONSTRUCTION PHASE 7 I Sheet No. <br />(Christina Avenue: Kirk Avenue to Ryde Avenue) 6 of 7 <br />