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1' 3 1 9 1 2'-0" 1'-8" 2'-0" <br /> Monolithic Surface 3" , 1:24 1:24 <br /> Troweled Smooth ? _ <br /> and Broomed n • ° _ a <br /> � � o <br /> Install Exp. JOint '�= ° 1'-6" <br /> as req. (5/8" <br /> 24' Dowels 14" O.C.) <br /> n Double Strength <br /> 1'-6" 1'-6" Concrete Pipe <br /> 4" (Min.) Aggregate <br /> TSubbase, Class IV Concrete Poured <br /> TYPICAL SECTION OF CURB, GUTTER, <br /> around Pipe o <br /> � I <br /> AND SIDEWALK EXCEPT AT RETURNS <br /> a <br /> 4'-0" 6" 1'-6" 8" l'-4- 8" <br /> o - <br /> Monolithic Surface 2'-8" Dia. <br /> nand BeoomeSmooth <br /> 0 <br /> EXISTING CATCH BASIN DETAIL <br /> a <br /> Maximum Payment <br /> nt Maximum Payment <br /> o Width for A.C. <br /> Install Exp. Jo14'int ;� .-1--- (Misc. Areas) <br /> as req. (5/8' Dia. x <br /> 24' Dowels O.C.) Width for Lawn n 2 1, <br /> w New C G & S —� Existing <br /> 1'-0" 2'-0" �o Pavement <br /> 0 <br /> SIDEWALK NOTES 4" (Min.) Aggregate . <br /> Subbase, Class IV <br /> 1. Match spacing of existing Crack Control Joints. -- <br /> 31 f; <br /> 2. Install Expansion Joints at B.C. and E.C. returns <br /> and at beginning and end of new sidewalk. Install Lawn (Sod) , <br /> NMaximum spacing of Expansion Joints shall be 50 feet. as required to restore <br /> adjacent areas Place A.C. (Misc. Areas) <br /> to restore Pavement. <br /> TYPICAL SECTION OF CURB, GUTTER, (See Sheet No. 7 <br /> AND SIDEWALK AT RETURNS TYPICAL SECTION far thickness) <br /> M <br /> W <br /> o <br /> U1 COUNTY OF SAN JOAQ UIN NO SCALE I CONSTRUCTION DETAILS SIDEWALK ACCESSIBILITY PROGRAM, Sheet No. <br /> PHASE 1 sof 7 <br /> DRAWN BY DATE IECKED PROJECT ENGINEER DATE .0DATE SUBMITTED DATE APPROVAL RECOMMENDED 'D/ATE <br /> Cr=WOZ I N1,01 070/l r T'�Ifa f0✓iywl.� IRSo �'�Ai� /e✓ Kr e�/f 1 <br />