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HomeMy WebLinkAboutWTR2703250.2�--� STA 0+00 1-8" TEE(FL) !� 3--8" GATE VALVE(FLxMJ) 2--RO—MAC COUPLINGS 10 1—PLUG(MJ) W/20$TAP & TEMP BLOW —OFF 1—THRUST BLOCK 05 to �� S� W Q►� ,,�..,,,�/". . 61.7 100.69 tfA- `tE 100.42(ex) � r d .� L w w w w w GRAPHIC SCALE •C I v. v. w.. w w w_ ... 6 100..59. 20 0 10 20 Ilk ILI w w .....``......: w w w w� 1.....: IN FEET ) IV w w w mil+ w w w .. 7. 1 inch = 20 ft. v .v v41 14.1w w ....... .......' ... .. ........... /. ....,.... NEW 1. 1/2Mt�, O 7 114• 0 ^ 2 ') NOMINAL DIMENSIONS � 3. RAMP TEXTURE DETAIL N.T.S. LANDING (4' MIN.) WHEN LANDING IS LESS THAN 4' PROVIDE 12:1 SIDE FLARES RAMP TEXTURE (TYP) (SEE DETAIL do NOTE 1) 3/8" EXPANSION JOINT RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND REMOVED FROM WET CONIC. TO LEAVE A DIAMOND PATTERN AS SHOWN. THE LONG AXIS OF THE DIAMOND PATTERN SHALL BE PERPENDICULAR TO THE CURB. GROOVES SHALL BE 1 /8" DEEP AND 1 /4" WIDE. CURB RAMP WILL NOT BE POURED INTEGRAL WITH SIDEWALK AND SHALL BE ISOLATED BY EXPANSION JOINT MATERIAL ON ALL SIDES, BUT NOT AT END OF RAMP ADJACENT TO THE ROADWAY. CHANGES IN LEVEL UP TO 1/4" MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. �SIoEwauc