Loading...
65 19th St E Plans (vault) (2) 1501511 N ORIGIN FOR CURVED ROUTE DETAIL TABLE Q 3 w NEW 48 INCH WIDE FREE-FORMED CONCRETE WALKWAYMM g w o 0 WITH 6 INCH CONCRETE CURBS ON CUT SIDES AS NECESSARY. Y REMOVE/REWORK RAILING TO PROVIDE o s AT 24 INCHES OF CLEARANCE FROM THE ¢ o $ LATCH SIDE OF THE DOOR FRAME. m DEMO EXISTING NON-COMPLIANT RAMP AND PATCH ASPHALT PAVEMENT 17 7' 98.94 TO MATCH EXISTING GRADES / +99. 1 Y 8 --~� *99. 40.1% m 3 6%98.58/ 8.40 EX / 0.48 REWORK GRADES TO SM THLY L FLOW TO NEW CONCRETE ALKWAY LANDSCAPING BY OTHERS e - *99.. v, 0 A_J/ 4.0' 0.5' 41.7% x.99. E RK RADES T SMOOTHLY FL O NE CONCR WALKWAY 0.08 NDSCAPI G BY OTHERS 10 T 100.16 EX qZ c") Y) CCO4 1oo.oss° 1 .10 4.0 11.5' 5.5' a W Q04 C 5.5' ? _99.95 EX W W 0 C) .95 EX -� 4.0 /oZ x 9.32 W O LL J _1 >- W 0 0 o a _j > 2 CROSS-HATCH EXISTING o (/� Q OC Z ASPHALT PAVEMENT W Y 0 V Q U C J CUT AND DEMO EXISTING CONCRETE CURB. Q ' PLACE NEW CONCRETE PAVEMENT TO MATCH EXISTING ASPHALT PAVEMENT GRADES L/ \ .40.1% c.i Curved Route Details 9.32 ExW99.22EX . Station X Y Elevation 0 0 17.69 0.00 98.40 rn 5 15.82 4.51 98.58 10,0' 13.0' 6.0' 13.0' NOTE:REMOVE PARKING LOT STRIPES AT THE BACK > 10 11.34 6.46 98.76 OF THE PARKING LOT AS NECESSARY TO REDUCE 15 7.05 8.45 98.94 THE TOTAL PARKING SPACES ON THIS SITE TO 49 20 6.63 13.27 99.12 (WHICH INCLUDES THE 2 ACCESSIBLE SPACES) 25 10.30 16.34-F99.30 2.6.12 1 30 14.76 14.64 99.48 110UE MTB PFW E CT NUMBER: on m BY:Kw 5 19.11 12.32 99.66 DE Eo eV: 4011?3,pn 1-3.40 oo Rd DE31GNP"�_.._ ��,....s 45 1 27.34 16.93 100.02 46.92 1 27.90 18.76 100.08 SHEET NO: ADA-1