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Conform at Existing Expansion Joint or <br /> Saw Cut and Conform at Existing Weakened <br /> Plane Joint or Score Mark (Typical). <br /> 10% Max. slope at COUNTRY CLUB BLVD <br /> curb face (Typical). <br /> 5.0' W � �, 3.8' <br /> * / ` Front Edge of Sidewalk <br /> (Flowline). R = 8.5' — - <br /> - - - - cpm <br /> — — , 000 Place Truncated Domes ° , — — �• <br /> — — I °° at Curb Ramp per o° yar. <br /> �,�°°° T N Conform at Existing Expansion Joint or <br /> ° R.S.P. A88A (Typical). °off° ( x') <br /> — — Saw Cut and Conform at Existing Weakened <br /> %Ko Plane Joint or Score Mark (Typical). <br /> /+ _ _ ECR 0 BCR _ _ _ + R & D Exist. C.G.&S. � <br /> > Install New C.G.&S. <br /> U, r Existing Joint Pole T . <br /> to remain in place. (Typical). <br /> / Z o Place 3.8' to 5' (Max.) Retaining Curb as necessary „k , <br /> m <br /> C.G.&S. Transition (Typical). at back edge of Sidewalk. <br /> M Place Truncated Domes ° <br /> a R & D Exist. C.G.&S. at Curb Ramp per °�- oo° <br /> Install New C.G.&S. R.S.P. A88A (Typical). o °lo.o° <br /> N Note: Center Ramps at the Midpoint of I I I I (Typical). * °°oo° <br /> A these Curb Return Radii only. Construct - — — — — — — — — — �yA5 ° h <br /> s ramp per Type 4 Ramp Detail, Sheet No. 4. cb- a �� <br /> 0 COUNTRY CLUB BLVD/CARLTON AVE <br /> mr M South Side <br /> A <br /> Dimensions Typical for both c <br /> N <br /> Quadrants of this intersection. � <br /> e <br /> G Note: Construct ramp <br /> 0 3.0' 4.0' per Type 2 Ramp <br /> Detail, Sheet No. 3. <br /> 29 - <br /> t ALPINE AVE DELAWARE AVE <br /> —O 3n (Northwest Corner) <br /> v <br /> •' Q SECTION B—B * Ramp Slope = 8.33% (Max.) 6.67% (Min.) <br /> r <br /> ,w m <br /> L4 z <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO SCALE SPECIAL RAMP DETAILS SIDEWALK ACCESSIBILITY PROGRAM, Sheet No. <br /> PHASE 3 9 of 10 <br /> DRAWN BY DATE PROJE T ENGINEER DATE ICHECKED DATE APPROVAL RECOMMENDED DATE <br />