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HomeMy WebLinkAboutTED4001897.4�1 u u Ii n u R- 478.00 a1 D-70-431-35 L- 04.46 - R- 500,00 R= 15•J.00 R-'SO.00 D-'0-23 55.71' R-567.97 D = 1--27'-2E.311 D- 2'-3-37.011 L- 64.57 D-31° -52-45.1' L = 3.82 �L- 5.39 L 316.02----- ��------ ---- _ EX CURB = - \ PT 2896.78+ - _------ - _ --- -- _ ItlJT-?7+7() F,7- 0+00 28 +72.12 BEGIN TRANSITfON - ---- 106.98 _I - - -- -- - S83- 12'11.02" W R 150 0 E 10t.39 75 6E R-1432.40 ---------- D-9°-20-14.1" � --e._- - - - 2733.4-3- -- - �/8� LB - N N j'o 15 24 N tiro 2u' IE.38" E .-� ROAD __--- EX.CURB Q e - REIVIUVE EX. C8 -r l 1 LU1. i CBr - rrY-rt.-r!_rw.r-r 31+17. ._ .. �. S - �R E5L= I� �. �.. ._. - �...: 171.05 .. ANSITION 12 END �R "n �v 80°0 �S E MATCH EXISTING to k 142.421N #y: r� 7/ �Y:1� /� \ U-y-J�Jts.y" U R=25 G=97°-37'-32.8 =4260 �2 R=25', d=9?_p-05-5;.5' L=40.i9 L-$2.73 SD N(j. IF i YPE 1-C l Yvrl GCL %,Fl7in n /�IVIr % I 1 r/ SEE DETAIL G CB y1U. 13 TY I ,:. : � � j�.. � .. :. SD NO. 12 THRU CURB INLET 27+ 13.59 35 RT FL RIM. 1 48.9 4 I.E. 147 54 P'3 CURB RETURN FLOWLINE ELEVATIONS P.C. STA, 27+13.59 35'RT 149.04 1/4 149.72 12 150.39 Y4 151.07 P.T. STA, 0+63.97 18' RT 151,74 SCALE 1 "--20' CURB RETURN FLOWLINE ELEVATIONS P.C. STA. 28+15.98 35' RT 153.49 i/4 A 153.01 1/2 LL 152.54 Y4 0 152.06 P.T. STA, 0+59.82 18' LT 151.58 CD ^N s --_ EXISTING - - - _SS - - N R ROCKERY o -1382.71 ai r- D-4p-26�-16.0" a L-107.10 0 z PLAN Iu�illr ELEVATION 1- 1"x1" GRATE IMPRINTS 1/8" DEEP 2. TRANSITION -STIFF BRUSH FINISH 3.SIDEWALK 4 STANDARD EXPANSION JOINT 5. LENGTH OF RAMP SAME AS WIDTH OF SIDEWALK 6 TYPE "A" CURB 7 ROLLED CURB 8 GUTTER 9 DEPRESSED CURB 10 RAMP THICKNESS 4' FOR VERTICAL CURB, 5" FOR ROLLED CURB 11. LENGTH AND SLOPE VARIES t7 Cr7MPACTFn St IRC,RAnF WHEEL CHAIR RAMP DETAIL G -- .� cv f re .� 'p W L, �> �- z z p a � a c.7 z C� 2 c" N w U_ LU cr. _w H Iz aji uja o cc EZ �� c> LLJ U. C O a. o M cc z LL zF_ z LL L _ F_ a Ld _ z w 0 _ a c� � z w O Q z w V i -'I j 20 _ -- DesiRned MEP___ Drawn JVC C' hec ked _ ___ .Approved Dti•R. :dumber 3-175-0101-20 SHEF F C40r_6_-