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V) <br />W <br />CC <br />Z� <br />OL- <br />a I —a_ <br />U <br />W< <br />0 m <br />WCC <br />Z� <br />W U <br />C <br />2CD <br />0 <br />CC <br />SECTION VIEW <br />CC <br />ZW <br />O ZZ <br />/— O <br />U <br />Z <br />O <br />J <br />Q <br />(f) <br />0 CC <br />N <br />J Z <br />1Ui Z <br />~ 3 <br />w <br />r a <br />W > <br />� <br />U <br />z <br />O <br />m <br />` <br />/ / / / / / / / / / / / / // J <br />'//////!// ///w /// <br />//// c Ja // o <br />// `a// r <br />//a/// p <br />/// oo L <br />0 <br />W <br />/ / / w <br />.\\/ <br />/ // Z Q Z Q <br />1/ ' ' 2. �7 <br />/ p 0 0 0 <br />// -' �� /r <br />/ <br />FLOW LINE PROFILE " TABLE" - FAN <br />3NV1 HOf10(H1 <br />30 3003 <br />// / <br />CURB RAMP REINFORCEMENT DETAILS 02 C <br />L <br />/////��NI <br />CURB LINE AND ROAD CROSSING ADJUSTMENTS <br />FLOW LINE PROFILE RAISE <br />.Ni <br />0 <br />0 <br />C' Z <br />Z_ <br />C <br />Z <br />J O <br />W W <br />< W <br />CC D' <br />0_ 0 <br />W <br />() O <br />h N 0 <br />WITHIN A CROSSWALK, IS REQUIRED WHEN A ROADWAY IS IN A STOP OR YIELD CONDITION <br />RECONSTRUCTION PROJECTS: ON FULL PAVEMENT REPLACEMENT PROJECTS "TABLING" OF ENTIRE CROSSWALK SHALL OCCUR WHEN FEASIBLE. <br />W <br />O N <br />= ~ <br />W <br />J N W <br />� m w 2 <br />h <br />NILL.1 <br />WO � U z a x �Ur w N J xSw a <br />gi,"1., <br />vi = JL. <br />a v' O 3 J i Q a Q O � wrm a <br />Oz SO W Q O <br />J r <br />d0Q r W J Q z <br />OZr ZN CC Z J <br />1.V <br />awe UmQp W a-. pa0 <br />aW a <br />rW <br />�ZawNW�rNMzQ�wUaNO�JWQ, <br />EvQWta <br />mOW <br />OI <br />W <br />ZaoaXWa va'V_W <br />1 Hi wO <br />oIo Qr 1O Z Q6wa H2 <br />a <br />p r cp cvZO <br />xLN <br />it-51:: <br />co0DF07 <br />-A Q S N �-% w 0 W W W <br />QZ Z O Z W W :.i: >O N Lu <br />or,� O � w ar a N cr w <br />i <br />Lil <br />UN O?XIrr WN fl� wwUr 7'� a��mxo owe (/)wpr rU >Uz � _ (.� C7 U w J 3 Z r <br />��� ZU ZUUU Q WNZQa 4 cl H J c'�i�7Z Z OJ InJ U r f] 0 <br />wZJ �Ji_ J.Z. Nr Za W� <br />OHO IrN W Ow at 2 <br />r...w f�.-. O� UO �< � <br />0 0 0 00 0 i <br />u, <br />MILL & OVERLAY PROJECTS: " TABLING" OF FLOW LINES, IN FRONT OF THE PEDESTRIAN RAMP, IS REQUIRED WHEN THE EXISTING FLOW LINE IS GREATER THAN 2%. <br />WARPING OF THE BITUMINOUS PAVEMENT CAN NOT EXTEND INTO THE THROUGH LANE. TABLE THE FLOW LINE TO 2% OR AS MUCH AS POSSIBLE WHILE ADHERING TO <br />THE FOLLOWING CRITERIA; <br />1) 1.00 MIN. CROSS -SLOPE OF THE ROAD <br />2) 5.02 MAX. CROSS -SLOPE OF THE ROAD <br />3)"TABLE" FLOW LINE UP TO 4% CHANGE FROM EXISTING SLOPE IN FRONT OF PEDESTRIAN RAMP <br />4) UP TO 22 CHANGE IN FLOW LINE FROM EXISTING SLOPE BEYOND THE PEDESTRIAN CURB RAMP <br />STAND-ALONE ADA RETROFITS: FOLLOW MILL & OVERLAY CRITERIA ABOVE HOWEVER ALL PAVEMENT WARPING IS DONE WITH BITUMINOUS PATCHING ON BITUMINOUS <br />ROADWAYS AND FULL -DEPTH APRON REPLACEMENT ON CONCRETE ROADWAYS. <br />RAISING OF CURB LINES SHOULD OCCUR IN VERTICALLY CONSTRAINED AREAS. RAISE THE CURB LINES ENOUGH TO ALLOW COMPLIANT RAMPS OR AS MUCH AS POSSIBLE <br />WHILE ADHERING TO THE FOLLOWING CRITERIA; <br />1) 1.00 MIN. AND 5.02 MAXIMUM CROSS -SLOPE OF THE ROAD <br />2)1.00 MIN. FLOW LINE )ON EITHER SIDE OF PEDESTRIAN RAMP) TO MAINTAIN POSITIVE DRAINAGE <br />3) 5.02 RECOMMENDED MAX. FLOW LINE <br />4) LONGITUDINAL THROUGH LANE ROADWAY TAPERS SHOULD BE 1" VERTICAL PER 15'HORIZONTAL <br />PEDESTRIAN <br />ESTATES 1ST & 2ND STREET RECONSTRUCTION <br />X <br />MNDOT PEDESTRIAN RAMP DETAILS <br />