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ADDITIVE BID ALT. "A" Conform at Existing Expansion Joint or <br /> Saw Cut and Conform at Existing Weakened <br /> _ BCR_I I I Plane Joint or Score Mark (Typical). <br /> RAMP DIMENSION SCHEDULE + <br /> Ramp Dimensions R & D Exist. C.G.&S. Place Truncated Domes <br /> * o, I I I Install New C.G.&S. at Curb Ram per <br /> No. Location Quad. Type B C S L I (Typical). R.S.P. A88A (Typical). <br /> 103 Alpine Av./Delaware Av. NW ■ 19.0 27.0 N/A 18.2 N Retaining Curb as New <br /> 104 Alpine Av./Delaware Av. NE 2 14.2 27.0 N/A 22.6 necessary at back 1:1 (Typ.) Concrete <br /> 105 •Alpine Av./Marine Av. NW 1 0.0 19.0 15.2 33.8 `���* edge of Sidewalk. oo. Sidewalk <br /> 106 •Alpine Av./Marine Av. NE 1 0.0 15.5 19.0 33.7 n I Widen Sidewalk 6" To�Oi <br /> 107 •AI ine Av. Marine Av. SW 3 0.0 M N/A 21.0 <br /> ( yp ) o0 <br /> p / °oroo as required. <br /> 108 Country Club Blvd./Franklin Av. NW 2 0.0 20.0 N/A 23.8 ° �3 <br /> 109 Country Club Blvd./Franklin Av. NE 2 0.0 21.0 1 N/A 30.5 T - n <br /> 110 Country Club Blvd./Carlton Av. NW 3 0.0 M 27.7 30.8 Adjust Existing x 12" (Typ.) <br /> 111 Country Club Blvd./Carlton Av. SW ■ -5.5 6.7 N/A 25.4 S.D.I. t0 Final <br /> 112 Country Club Blvd./Carlton Av. I SE ■ -10.7 6.7 N/A 27.5 FL Grade Front Edge - _ ! - N GUTTER DETAIL <br /> p �,% (f Side)Ik ( AT SDI LOCATIONS <br /> • Sod Replacement Locations IV, <br /> Flowline . <br /> 9 <br /> ■ Refer to Sheets No. 6 - 9 for Special Ramp Details <br /> oM Place Center of Ramp in Middle of Concrete Removal Area 4.0' Min. TYPE 1 RAM P <br /> rt <br /> N « » Conform at Existing Expansion Joint or <br /> CL ADDITIVE BID ALT. B * - Saw Cut and Conform at Existing Weakened <br /> Ramp Slope 8.33% (Max.) 6.67% (Min.) BCR I I I Plane Joint or Score Mark (Typical). <br /> RAMP DIMENSION SCHEDULE - -1+ - - - + <br /> R & D Exist. C.G.&S. Place Truncated Domes <br /> Ramp Dimensions* a) II I I Install New C.G.&S. at Curb Ramp per <br /> rt -n No. Location Quad. Type (Typical). R.S.P. A88A (Typical). <br /> o m B C S L <br /> II II I RetainingCurb as <br /> CD z 113 •Mendocino Av./Mission Rd. NW 1 5.3 16.0 26.0 30.0 l I l l l l <br /> r. . necessary at back <br /> CA D <br /> 114 Mendocino Av./Marine Av. NE 3 0.0 M N/A 23.1 <br /> m I BCR '� I edge of Sidewalk. <br /> 115 Mendocino Av./Marine Av. SW 2 20.0 31.0 N/A 21.5 l <br /> a116 •Monterey Av./Marine Av. NW 1 2.5 15.0 19.0 23.6 - �c Y a°-q. i Widen Sidewalk <br /> A - _ �c ���`� °��� as required. <br /> c 117 Monterey Av./Marine Av. SW 1 3.3 15.5 19.4 27.3 m Q I ° ��� <br /> a 118 •Michigan Av./Marine Av. (N) NW 2 0.0 16.5 N/A 33.3 �°� <br /> c Face of Face of 0 <br /> 119 Michigan Av./Marine Av. (N) SE 3 0.0 M N/A 21.0 Curb CurbS- 6 rn <br /> 120 •Michigan Av./Marine Av. (S) SW 2 0.0 14.0 N/A 24.0 <br /> 121 Michigan Av./Marine Av. (S) SE 2 0.0 15.0 N/A 29.3 - - _ X' c, - - Front Edge -_ ! T cn <br /> 122 Michigan Av./Mission Rd. SW 2 0.0 12.0 N/A 24.8 - - - 'I - - - V <br /> po of Sidewalk <br /> - V N 123 Michigan Av./Mission Rd. SE 2 0.0 13.0 N/A 22.7 Il 111 <br /> BCR <br /> l l O (Flowline). <br /> --� * Measurement for Payment shall be made in I II II <br /> 0 <br /> fof Linear Feet at Face of Curb (Flowline). 4.0' Min. <br /> ;aRefer to Sheets No. 3 - 9 for B, C, S, and L. (Beginning Radius is the most TYPE 2 RAMP <br /> Westerly Side of the intersection.) <br /> m <br /> z <br /> COUNTY OF SAN JOAQUIN NO SC;ALERAMP DIMENSION SCHEDULE SIDEWALK ACCESSIBILITY PROGRAM, sheet No. <br /> COUNTY OF SAN JOAQUIN NO SCALE AND RAMP DETAILS PHASE 3 3 of 10 <br /> DRAWN BY DATE PROJE ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED I DATE <br />