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\la 1 o <br />Maximum Payment <br />Width for Lawn (Sod) <br />2' <br />New CG&S <br />Install Lawn (Sod) <br />as required to restore <br />adjacent areas <br />Maximum Payment <br />Width for A.C. <br />(Misc. Areas) <br />1' <br />—, <br />Existing <br />Pavement <br />Place A.C. (Misc. Areas) <br />0.6' Thick to restore <br />TYPICAL SECTION Pavement. <br />4'-0" 1'-3" 9" <br />Monolithic Surface 3" 4 <br />Troweled Smooth <br />and Broomed <br />p <br />� M <br />.,lot , <br />4'-0" 6" 1'-6" <br />Monolithic Surface <br />Troweled Smooth \ <br />and Broomed <br />Install Exp. Joint as <br />required. �5/8" Dia.x24" <br />Dowels 14 O.C.) r' <br />cD <br />3'-0" 1'-0" 2'-0" <br />4" (Min.) Aggregate <br />Subbase, Class IV. <br />SIDEWALK NOTES Compact a <br />r <br />minimum relative <br />1. Match spacing to existing Crack Control Joints. compaction of 90% <br />2. Install Expansion Joints at B.C. and E.C. returns <br />and at beginning and end of new sidewalk. <br />Maximum spacing of Expansion Joints shall be 50 feet. <br />TYPICAL SECTION OF EXIST. CURB, <br />Install Exp. Joint as G UTTER, AND S 1 D EWALK AT R ETU R N S <br />required. �5/8" DIa.x24" <br />Dowels 14 0. C.) K' <br />co <br />3'-0" 1'-6" 1'-6" 4" (Min.) Aggregate Subbase <br />Class IV. Compact to a minimum <br />relative compaction of 90%. <br />TYPICAL SECTION OF EXIST. CURB, GUTTER, 2'-0" 1'-6" <br />AND SIDEWALK (EXCEPT AT RETURN <br />Place Double Layer of <br />6" x 6" — W1.4 x W1.4 1'-105/8" <br />Welded Wire Fabric with New Storm Drain Pipe <br />6" Overlap at Joint <br />O <br />Pour Class B Concrete <br />Collar to Connect <br />Pipes as shown <br />Exist. Storm Drain Pipe <br />PIPE CONNECTION DETAIL <br />W COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />Vincent (�Z Jul 03 ; I/ - z <br />NO SCALE <br />ECKED <br />° <br />Double Strength <br />Concrete Pipe <br />Concrete Poured <br />around Pipe ° <br />2'-0" <br />d a <br />0 <br />° d � <br />° a � <br />8" 8" <br />2'-10" Dia. <br />CATCH BASIN D ETAI L <br />CONSTRUCTION DETAILS <br />DATE I APPROVAL RECOMMENDED I DATE <br />s f.4tl �rtth� � 6?� 413 <br />1:1 (Typ.) <br />6" (TYp•. <br />12" (T, <br />GUTTER DETAIL AT SDI LOCATIONS <br />N <br />0 <br />0 <br />A.C. ,Miscellaneous Areas <br />Trench cuts in local streets <br />6" shall be resurfaced with 0.60' <br />np. deep -lift A.C. resurfacing. <br />FExisting Pavement <br />Compact in 8" max. <br />layers to a minimum <br />relative compaction <br />of 95%. <br />Structure Backfill: <br />Compact in 6" layers <br />to a minimum relative <br />compaction of 90% <br />10" Min. 0.D. 10" Min. <br />O.D.+ 20" Min. <br />TRENCH DETAIL <br />SIDEWALK ACCESSIBILITY PROGRAM,I Sheet No. <br />PHASE 2 5 of 6 <br />