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FRONT OF GUTTER <br />INSET A <br />INSET A <br />® <br />r1/4" FLOW LINE <br />. l - - . 2-5% <br />� DI <br />7" <br />REVISION: <br />24" <br />PERPENDICULAR ® <br />INSET B <br />VAR. <br />RAMP <br />BACK OF CURB/ <br />EDGE OF WALK <br />6" CONCRETE WALK <br />PROJECTED <br />FRONT OF GUTTER FLOW LINE <br />® <br />1/4" 5% MAX. <br />1/4" <br />24" 8-12" I <br />B <br />OUTFLOW GUTTER <br />INSET <br />20' MAX. RECOMMENDED <br />TO NOT AFFECT PARKING <br />HOLD TANGENT 5' <br />PAST OUTSIDE ZERO <br />1:3 MIN. TAPER <br />(DOWNSTREAM SIDE) <br />1/4" <br />BACK OF CURB/ <br />EDGE OF WALK <br />20' MAX. RECOMMENDED TO NOT AFFECT PARKING <br />\FRONT OF GUTTER <br />7" <br />r1/4" <br />FLOW LINE <br />2-3% <br />24" <br />8-12" <br />NON PERPENDICULAR OO <br />PEDESTRIAN ACCESS ROUTE CURB & C <br />INSET A <br />1:3 MIN. TAPER <br />1:5 PREFERRED TAPER <br />(UPSTREAM SIDE) <br />HOLD TANGENT 5' <br />PAST OUTSIDE ZERO <br />DIRECTION OF TRAFFIC <br />SIDE STREET <br />ADA CURB EXTENSION WITH COMPOUND RADIUS (BUMP OUT)11 <br />DIRECTION OF TRAFFIC <br />MAIN STREET <br />APPROVED:JANUARY 23,2017 <br />OPERATIONS ENGINEER <br />MI <br />ED <br />EX <br />PA <br />Si <br />P, <br />E) <br />P, <br />SMALL RADIUS <br />2'-10' TYPICAL <br />LARGE RADIUS <br />20'-40'TYPICAL <br />SMALL F <br />2"-10' Tl <br />CC <br />• 9olton& Menk, Inc. 2018, Al I Rights Reserved <br />H:\RAMS\R16114473\CAD\ 114473C501A.dwg 4/5/2018 2:36 PM <br />City of <br />RAMS <br />