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Conform at Existing Expansion Joint or <br /> Retaining Curb as Saw Cut and Conform at Existing Weakened <br /> necessary at back _ i i Plane Joint or Score Mark (Typical). <br /> edge of Sidewalk. <br /> Existing walkway to remain in <br /> place. Conform back of 0 4.0' (Min.) Retain ing Curb <br /> new Sidewalk to walkway. 0 9 <br /> t - t N as necessary. <br /> Replace 2.2 of I w `' <br /> w I <br /> existing sidewalk ECR CA (A BCR — <br /> if necessary for I I + 00000e° °o°°°2x + i <br /> 000000 o n <br /> conform reasons. I <br /> 4.5' o – 6" <br /> 8.33% to 8.33% <br /> cMax.) ® . (Max.) = SECTION A-A <br /> Place Truncated Domes <br /> at Curb Ramp per 0, <br /> 17.2' R.S.P. A88A (Typical). <br /> Front Edge of Sidewalk S 12.6' 3.0' <br /> (Flowline). R = 10.0' <br /> 1.5' <br /> N <br /> EUCLID AVE R & D Exist. C.G.&S. <br /> Install New C.G.&S. <br /> D (Typical). <br /> n <br /> 0 12.0' 16.2' 1 n <br /> m - d Adjust Existing S D.lto _ SECTION D-D <br /> �, Z Final FL Grade (Typical). <br /> 0 <br /> w – – <br /> c 8.3376 ® 8.33% n , tn' <br /> j (Max.) (MOX.) v N r+ <br /> N — — <br /> A <br /> Place 3' C.G.&S. r X <br /> 0o aoo°o o°°000° <br /> o Transition (Typical). + ECR ° °° °°° BCR + <br /> °° o <br /> °°° °°° <br /> FA <br /> OD <br /> X <br /> Note: Any sidewalk conform work behind * Ramp Slope = 8.33% (Max.) 6.67% (Min. <br /> the Back of Walk of the NW quadrant, <br /> --� if� deemed necessary by the Engineer, i i i � Dimensions Typical for all four <br /> 4 shall be paid by Force Account. <br /> EUCLID AVE/E STREET Quadrants of this intersection. <br /> F <br /> z <br /> 0 <br /> COUNTY OF SAN JOA UIN NO SCALE SPECIAL RAMP DETAILS SIDEWALK ACCESSIBILITY PROGRAM, Sheet No. <br /> Q PHASE 3 6 of 10 <br /> DRAWN BY DATE PR Jg ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDEDDATE <br />