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2' Match Existing width <br />Max Broom finish surface <br />4" <br />Min <br />2% Max_ <br />Install Lawn (Sod) J�6° 12" <br />as required to (Typ) <br />restore adjacent <br />areas 5 (5/8" Dia x 24" long) <br />steel dowels greased <br />and wrapped one <br />side through all <br />expansion joints <br />wn <br />1Y2" x 3Y2" key or <br />5/8" Dia x 12" <br />long steel dowels <br />unless poured monolithic <br />12" *12" <br />2" <br />3" <br />8 19 <br />Var <br />77 <br />°d.• .... <br />12" 6" <br />L4" Min Aggregate <br />Subbase Class 4 <br />compacted to a <br />min relative <br />compaction of 90% <br />*24" From Sta 10+38 to Sta 19+43 Rt <br />ROLL CURB, GUTTER AND SIDEWALK DETAIL <br />1Y2" x 3Y2" key or <br />2' Match Existing width 5/8" Dia x 12" <br />Max Broom finish surface long steel dowels <br />unless poured monolithic <br />" <br />12 12" <br />4„ 2„ <br />Min <br />3" <br />2% Maxim 1.5" 811 <br />Var <br />77 1Z <br />°d • • <br />Install Lawn (Sod) I6" 12" ° d ° <br />as required to --I <br />restore adjacent (Typ) <br />areas 6 6 12" 6" <br />5 (5/8" Dia x 24" long) <br />steel dowels greased 4" Min Aggregate <br />and wrapped one Subbase Class 4 <br />side through all compacted to a <br />.JX expansion joints min relative <br />M compaction of 90% <br />X m TYPE S CURB, GUTTER AND SIDEWALK DETAIL <br />z <br />0 <br />COUNTY OF SAN JOAQUIN No SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />Jonathan Curry 05/17 /.t /„ <br />36" <br />END <br />SIDEWALK <br />4" <br />END SIDEWALK SIGN DETAIL <br />Sign must be White with Black letters <br />To be paid under Minor Concrete (Curb, Gutter and Sidewalk) <br />RECORD DRAWIa., <br />Corrections By <br />' <br />No Change,* BY Curb Ramp Grooves <br />Date ; er Si Co Std <br />Any Person Using rhiQ rawing No. R -10C <br />Ab 1„formation By inspecting The Site (A <br />Construct Pedestrain <br />Barricade (Type 1) <br />per RSP ES -7Q <br />Install 36" x 18" <br />End Sidewalk Sign <br />See Detail this Sheet <br />0.5' <br />Retaining <br />Curb <br />1.5% <br />Max <br />I L0 o <br />Mox <br />Adjust Frame and <br />Grate to NFL Elevation <br />� Scor <br />Q <br />l XX% <br />21' FL Radius See Curb and Gutter <br />Installation at Storm <br />Drain Inlet Locations <br />Detail, Sheet No. 9 <br />CONSTRUCT CURB RAMP DETAIL <br />Northwest Corner of Princeton Avenue and Wisconsin Avenue <br />To be paid under Minor Concrete (Curb, Gutter and Sidewalk) <br />6" Min to 8" Max clearance between FL and Detectable Warning Surface <br />CONSTRUCTION DETAILS <br />CHECKED DATE <br />I "Any l I...r <br />WEST COUNTRY CLUB RECONSTRUCTION, PHASE 8 ( Sheet No. <br />(Princeton Avenue: Wisconsin Avenue to Kirk Avenue) 8 of 11 <br />