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Conform at Existing Expansion Joint or <br /> RAMP DIMENSION SCHEDULE Sow Cut and Conform at Existing Weakened <br /> Ramp Dimensions * _ BCR I I Plane Joint or Score Mark B(TTypicaQ <br /> No. Location Quad. Type - I - - -- R <br /> B C L S I I I� I R & D Exist. Cl Place Truncated Domes <br /> 114, Fairfax Rood/Stanford Avenue Nw ■ ■ ■ 15.4' N/A IDo I II Install New Cl at Curb Ram per (7 <br /> 115�Fairfax Rood/Stanford Avenue NE ■ -5.9' ■ 38.4' 254' T (Typical) I R.S.P. A88A (Typical) \ New <br /> 11 6i Fairfax Road/Stanford Avenue SW ■ ■ ■ 15.5' N/A 1 : 1 Typical - Concrete <br /> ut - Retaining Curb as _ <br /> 117 Fairfax Road/Stanford Avenue SE ■ 3.6' ■ 31.5' 1 2.0' a necessary at back �\j.��- Sidewalk <br /> 118 Palrfax Rood/Berkeley A enue NW ■ -10.0' 6.9' 31.3' N/A �`rJ-y 9 edge of Sidewalk 6" (Typical) <br /> - •-- <br /> 119 Fairfax Rood/Berkeley Avenue NE ■ ■ 21.8' 343' 13.2' n -Widen Sidewalk <br /> 120 Fairfax Rood/Berkeley Avenue SW ■ ■ ■ 7.8' N/A °°,° ° cs required <br /> 121, Fairfax Road/Berkeley Avenue SE ■ ■ ■ 6.9' N/A <br /> _ ---lll <br /> 122 Dote Street/Wegner Avenue NW � 4 CO, M 16.2' N/A F) 12' (Typical) <br /> S' o <br /> 123 Date Street/Wagner Avenue SW 2 9.3' 19.0' 19.0' N/A ( � mx <br /> 124 Date Street/Wagner Avenue SE 2 9.0' 1 22.0' 24.4' N/A / - - �� in GUTTER DETAIL <br /> 125 Section Arenue/Dote Street NW 4 0.0' M 32.0' N/A Adjust Existing Front Edge _ y _ <br /> SDI to Fina' Pay of Sidewalk - m AT SDI LOCATIONS <br /> e/Date <br /> 126 Section AvenuStreet SW 1 4.0' 17.0' 22.5' 22.0' FL Grade <br /> ). IIA <br /> 127 Section <br /> lon Avenue/Date Street SE 1 17.8' 27.5' 20.2' 23.0' 2f <br /> 128 Section Avenue/Wagner Avenue NW 1 14.5' 24.5' 19.4' 28.8' <br /> 129 Section Avenue/Wogner Avenue NE 1 4.2' 13.0' 18.4' 17.5' 4.0 Min. <br /> 130 Section Avenue/Wogner Avenue SW 2 10.0' 20.0' 22.4' 41.4' TYPE <br /> PE 1 RAMP <br /> > 131 Section Avenue/Wogner Avenue SE 2 18.8' 27.5' 18.3 ' 1.7' Conform at Existing Expansion Joint or <br /> 8 Saw Cut and Conform at Existing Weakened <br /> 0 132 Section Avenue/Sincloir Avenue NE 2 13.5' 23.5' 20.3' N/AI I Plane Joint or Score Mark (Typical) <br /> 133 ISection Avenue/Sinclair Avenue SE 1 2 13.0' 23.0' 20.T N/A _ BCR_ -� _ + <br /> R & D Exist. CG&S Place Truncated Domes <br /> I I Install New CG&S <br /> at Curb Ramp per <br /> o t (Typical) l R.S.P. A88A (Typical) <br /> C F <br /> -. 4.0' (Min.) Retaining Curb Retaining Curb as <br /> s w necessary at bock <br /> as necessary s 7 <br /> y see Romp Lip Detail, SM1eet 4 y ���wJ .y) edge of Sidewalk <br /> <�% <br /> m l li li I + <br /> l it BCRI� 5� ° Widen Sidewalk <br /> a ---- ( ___ as required <br /> G <br /> an <br /> Pace of Q`$ Face of <br /> Curb Cum l-- 4' (Min.) Aggregate Base Class 2. <br /> c SECTION A-A Compact to 0 minimum relative Front Edge _ _ i _ <br /> ---___- compaction o1 90% (Typical) P <br /> o� of Sidewalk <br /> no <br /> (Flowline) A <br /> v <br /> BCR,( � Legend 9 <br /> ' II <br /> a i II li i ®® Existing Storm Drain Inlet Place Truncated Domes 4.0' Min. <br /> Existing Utility Pole Existing Stop Sign TYPE 2 RAMP <br /> p (Beginning of Radius is the most as Existing Water Valve <br /> f „ <br /> Westerly Side of the intersection. Existing Street Sign <br /> Y ) Existing Fire Hydrant <br /> rn M Existing Areas of Grass <br /> z <br /> 0 <br /> COUNTY OF SAN JOA UIN :[ NO SCALE RAMP DIMENSION SCHEDULE CENTRAL STOCKTON Sheet No. <br /> QAND RAMP DETAILS ACCESSIBILITY IMPROVEMENTS 3 of 2a <br /> DRAWN BY I DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />