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ADDITIVE BID ALT. B" <br /> RAMP DIMENSION SCHEDULE J i� BCRi� w Conform at Existing Expansion Joint or <br /> ` Sow Cut and Conform at Existing Weakened <br /> No. Location Ramp Dimensions * ___ -- I Plane Joint or Score Mark (Typical) <br /> Quad. Type --- --- BCR I <br /> B C L S ;Ir �oFQ r �-- - - - - + <br /> 227 EI Camino Avenue/Arroyo way Nw 1 10.8' 25.0' 27.2' 29.1' Q- R & D Exist. CG&S Place Truncated Domes <br /> Face of Face of C0 �� Install New CG&S at Curb Ramp per <br /> C228 EI Camino Avenue/Arroyo Way NE 1 19.9' 33.0' 30.2' 29.0' Curb Curb <br /> [2299 <br /> EI Camino Avenue/Arroyo Way SE 4 0.0' M 20.0' 30.0' m�`�, <br /> (Typical) R.S.P. A88A (Typical) <br /> 230 EI Camino Avenue/Heather Drive NW 1 19.8' 39.0' 37.8' 29.5' --- - '� \ �, rite' ----- v7 Retaining Curb as <br /> 231 EI Camino Avenue/Heather Drive NE 1 0.0 24.0 40.2' 28.9' 1 9 necessary at back <br /> 232 EI Camino Avenue/Heather Drive SW 1 20.3' 41.0' 39.8' 30.9' i i i BCRi i i ��� edge of Sidewalk <br /> 233 jEl Camino Avenue/Heather Drive SE 1 0.0' 24.0' 39.9' 30.8' 'q. Widen Sidewalk <br /> 234 EI Camino Avenue/Son Diego Way NW 1 22.4' 40.0' 36.7' 29.8' (Beginning of Radius is the most '� •'6 as required <br /> 235 EI Camino Avenue/Son Diego Way NE 1 0.0' 15.0' 30.0' 28.5' Westerly Side of the intersection.) <br /> 236 EI Camino Avenue/Son Diego Way SE 4 0.0' M 17.0' -8.5' Adjust Existing n m <br /> SDI to Final 0 x <br /> ■ Refer to Sheets No. 8 - 10 for Special Romp Details FL Grade _ _ C/) rt <br /> M/LT/RT Place Center of Romp in Middle/Left/Right of Concrete Removal Area � Front Edges 4 <br /> of Sidewalk Minn <br /> . � <br /> * Measurement for Payment sholl be mode in (Flowline) �;;o <br /> Linear Feet at Face of Curb (Flowline). <br /> Refer to Sheets No. 6 - 7 for B, C, S, and L. <br /> g Conform at Existing Expansion Joint or TYPE 1 RAMP <br /> Saw Cut and Conform at Existing Weakened <br /> Plane Joint or Score Mork (Typical) <br /> BCR <br /> N <br /> Flowline I- - - - - + <br /> F n F--- , ------ R & D Exist. CG&S Place Truncated Domes <br /> o I _ 2% <br /> Co Install New CG&S at Curb Ramp per <br /> r 5%, (Typical) R.S.P. A88A (Typical) <br /> z Retaining Curb as 1 .1 Typical <br /> New <br /> m (P necessary at back Concrete <br /> � o �, <br /> Sidewalk <br /> --__-_ n J edge of Sidewalk 6" Typical <br /> � <br /> 6" Place i Widen Sidewalk <br /> •"""' " as required <br /> (Min) Truncated •/� 8 <br /> Domes �M3' <br /> s <br /> S- n m 12" Typicals <br /> 0 x <br /> 4.0' (Min.) R? Fn <br /> 6" aRsecessary taining Curb �oo,A 4.0' - - - - N � GUTTER DETAIL <br /> q Min. <br /> 5%_ _ 2% Front Edgeewalk M AT SDI LOCATIONS <br /> of(Flowline) NOTE: <br /> • J . 4 ° °. ' • °• ° <br /> -- ---- <br /> - <br /> All SDI Frames and Grates not connected to a centralized storm <br /> ------------ <br /> �41. (Min.) Aggregate Subbase, Class 4sewer system shall be reset to the original grade, unless otherwise <br /> SECTION A Compact to a minimum relative TYPE 2 RAMP directed by the Engineer. All other SDI Frames and Grates sholl be <br /> -A <br /> compaction of 90% (Typical) installed a minimum of 0.17' lower than the lowest existing flowline <br /> M conform or as directed by the Engineer. <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN No SCALE RAMP DIMENSION SCHEDULE SIDEWALK ACCESSIBILITY PROGRAM Sheet No. <br /> RAMP DETAILS AND NOTES PHASE 4 6 of 11 <br /> ZDRAWN )3Y DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> '1 c Ol 1 (5�9. 9/06 �� I vAr/__ na... ���s� i�/__/� d9_�..,i A_ .. ,f-, i <br />