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Maximum Payment Maximum Payment 4'-0" 6" 1'-6" i <br /> Width for Lawn (Sod) Width for A.C. <br /> (Misc. Areas) Monolithic Surface <br /> i' I Troweled Smooth <br /> New C G & 5 Existing 1 and Broomed <br /> Pavement <br /> _ a a <br /> 1:1 (Typ.) New <br /> _ Concrete <br /> ,�„� Sidewalk <br /> Install Lawn (Sod) ` , o. Install Exp. Joint as < �o�o <br /> as required to restore Pa Pavement. required. �5/8" Dia.x24" — — --` 6' (Typ.) po a <br /> adjacent areas Place A.C. (Misc. Areas) Dowels 14 O.0 ) <br /> Thick to restore 3'-0" 1'-0" 2'-0" � 12 (Typ.) <br /> TYPICAL SECTION nt 4" (Min.) Aggregate <br /> Subbase, Class IV. / <br /> 4'-0' 1'-3" 9" SIDEWALK NOTES Compact to a (\ <br /> minimum relative <br /> MonolithicSurface 3" 1. Match spacing to existing Crack Control Joints. compaction of 90% <br /> L <br /> Troweled Smooth and at besi 2. Install Expansion Joints d of new sidewalk. <br /> B.C. and E.C. returns <br /> and Groomed <br /> Expansion <br /> Maximum snpacing and end of Expansion Joints shad be 50 feet. GUTTER DETAIL AT SDI LOCATIONS <br /> - °� TYPICAL SECTION OF EXIST. CURB <br /> Install Exp. Joint as GUTTER, AND SIDEWALK AT RETURNS A.C. (Miscellaneous Areas): <br /> v required. (5/8" Dio.x24' ----- Trench cuts in local streets <br /> _o, Dowels 14' O.C.) ^ 6" sholl be resurfaced with 0.60' <br /> i 3'—D" 1'-6" r T7P. deep—lift A.C. resurfacing. <br /> 4" (Min.) Aggregate Subbase v w Existing Pavement <br /> fClass IV. Compact to a minimum a <br /> relative compaction of 90%. r <br /> TYPICAL SECTION OF EXIST. CURB, GUTTER, <br /> n�' y 2'-0" 1'-6" 2'-0" <br /> w n _. <br /> AND SIDEWALK (EXCEPT AT RETURNS) <br /> N z Compact in 8" max. <br /> a i Place Double Layer of /8" layers to o minimum <br /> ^' 6" x 6" — W1.4 z W1.4 1'-10 5 '` ' " - relative compaction <br /> H Welded Wire Fabric withNew Storm Drain Pipe 6' v of 957.. <br /> 6 Overlap at Joint 1 1' 6" <br /> > <br /> ,�� ------ Double Strength <br /> Concrete Pipe O' <br /> ^• ` �° Structure Bockfill: <br /> >_ s, 6 a l ------ ------------ Concrete Poured Compact in 6" layers <br /> around Pipe o to a minimum relative <br /> ,a y to Connect compaction of 90% <br /> Pour Class n Concrete <br /> Collar C <br /> 0 10" Min. O.D. 10" Min. <br /> Pipes as shown V-6" p <br /> Exist. Storm Drain Pipe 8 2'-10" Dia. <br /> oa m <br /> PIPE CONNECTION DETAIL CATCH BASIN DETAIL TRENCH DETAIL <br /> —C <br /> COUNTY OF SAN JOAQUIN No SCALE CONSTRUCTION DETAILS SIDEWALK ACCESSIBILITY PROGRAM, Sheet PHASE 2 5 ofNo. <br /> 6 <br /> DRAWN By I DATE I PROJECT ENGINEER DATE I C ECKED I DATE APPROVAL RECOMMENDED DATE <br /> Vincent�1 t, 03 I 9A <br /> II�1 �1z o3 7�.ruzcz7 / w�1�7 <br />