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RAMP DIMENSION SCHEDULE <br /> Ramp Dimensions (Feet) <br /> No. Location Quad. A L S 11 L2 <br /> 43 De Anza Ave./Seville Ave. NE 24.0 <br /> Provide Expansion Joint 44 Delano Ave./Alpine Ave. SE 24.0 <br /> at Curb Return (Typical) 45 Delaware Ave./De Ovan Ave. (W) NW 24.0 <br /> 46 Delaware Ave./Monterey Ave. NE 24.0 <br /> Conform at Exist. Control Joint 47 Franklin Ave./Sonoma Ave. NW 24.0 <br /> or Expansion Joint (Typical) 48 'Franklin Ave./Sonoma Ave. NE 0.0 16.0 8.5 10.0 10.8 <br /> 49 'Franklin Ave./Sonoma Ave. SE 0.0 17.0 8.5 8.8 18.6 <br /> 50 Marine Ave./Canal Dr. NW 6.5 23.0 16.0 <br /> FBCR <br /> 51 Marine Ave /Canal Dr. NE 0.0 34.2 15.9 5.0 <br /> 52 Marine Ave./Canal Dr. SW 4.7 22.9 13.7 <br /> R & D Exist. C.G.&S. 53 Marine Ave./Canal Dr. SE 0.0 34.4 17.5 5.0 <br /> Install New CG&S <br /> m (Typical) 54 Solano/Santo Rosa NE 24.0 <br /> # Measurement for Payment shall be made at Face of Curb. <br /> R ➢ Retaining Curb at See Sheet No. 4 for Details - R & D Exist. C.G&S. <br /> i Edge of Sidewalk <br /> Install New C.G.&S. <br /> (Typical) <br /> Widen Sidewalk <br /> 0 4.0' Min. J �as required Widen sidewalk 4.0' Min. Retaining Curb at <br /> as required Edge of Sidewalk <br /> `� (M 04: - 8.337 6� o 8.33%* <br /> J <br /> w (Max.) (Max.) w co <br /> ' st Exist. S.D.I. Front Ede q.0' Front Edge <br /> u 9 of Sidewalk <br /> to <br /> Conform at Exist. <br /> L <br /> to Final Grade of Sidewalk Control Joint or <br /> -� Expansion Joint <br /> V► L2 <br /> *Ramp Slope = 8.337 (Max.) (Typical) <br /> !^ 6.677 (Min.) <br /> TYPICAL RAMP DETAIL AT RETURN TYPICAL RAMP DETAIL AT MID BLOCK <br /> T WITH ADDITIONAL C. G. & S. REPAIR <br /> w = <br /> V COUNTY OF SAN JOAQUIN NO SCALE RAMP DETAILS SIDEWALK ACCESSIBILITY PROGRAM, sheet No. <br /> PHASE 1 3 of 7 <br /> DRAWN BY DATE I PROJECT ENGINEER I DATE D I DATE SUBMITTED DATE I APPROVAL RECOMMENDED DATE <br /> C)7mcmir"al 04 01 /,11>aH^,d,f �,�i4�w "Itf/o k <br />