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INSET B �AR• <br />� RAMP <br />( 6" CONCREiE WALK <br />OBACR OF CURB/ <br />EDGE OF WALK � <br />PROJECTED <br />�FROrvT OF GUTTER FLOW LME-i, , <br />O O l/9 <br />�1/4" 5% MAX. <br />T <br />24' I g_12�� <br />I � <br />INSET B <br />OUTFLOW GUTTER OO <br />20' MA%. RECOMMEN�ED <br />TO N01 AFFECT PARKING <br />HOLD ITANGENT 5' �/ <br />PAST OlIT570E ZERO�'\ <br />1:3 MIN. TAPER �\ '� <br />I�OWNSTREAM SI�E1�\ f I <br />0 <br />FRONT OF G�TTER �NSET A <br />� <br />�\ OO OO BACK OF CIJRB/ <br />' i 1/9" FLOW LINE� � EDGE OF WALK <br />T z'S% OO O <br />��� � - t/9�� <br />24" I e-l2" , <br />I PERPENDICULAR 0 I <br />1/4 MIN TO <br />1/2 MAX <br />INSET A <br />1:3 MIN. TAPER <br />1:5 PPEFERRED TAPER <br />(IlPSTREHM SI�EI <br />HOLO TANGENT 5' <br />PAST OUTSIDE 2ER0 <br />SMALL RN�IIIS_ <br />2'-10'TYPICAL <br />LARGE RADIUS <br />0 20'-90'TYPICAL <br />ADA CURB EXTENSION WITH COMPOUND RADIUS (BUMP OUT)�� <br />DIRECTION 0� TRA�GIC <br />MAIN STREET <br />REVISION: <br />nPPRovEo: u-oa-zoz� <br />�ra�oaR��. <br />INSET A <br />FFONT OF GUTTEF <br />OO BACK OF CIIRB/ <br />r��4�� FLOW LINE ' EOGE OF WALK <br />z si OO OO <br />� �1/4„ <br />T <br />24" 8-12" <br />� <br />NON PERPENDICULAR OO <br />PEDESTRIAN ACCESS ROUTE CURB & GUTTER DETAIL <br />INSET A <br />�FRONT OF GUiTER <br />OO OO BACH OF CURB/ <br />� 1�4 FLOW LINE� � EDGE OF WALK <br />� s. � O <br />� t/9" <br />FOR CURB MACHINE PLACEMENT AROUND RADIUS QQ <br />(REGAF�LESS OF RAMP TYPEI <br />��.�V <br />� i <br />SawCUT BIT. <br />EDGE VERTICAL :\ O g qO PAVElAENT �'�.� OO � OO <br />E%ISTING BIT. \ � Z'� BITl1MINOl15 EXISTING BIT. � \ FEMOVE & REPLACE <br />PAVEMENT �� �, MILL & PATCN PAVEMENT ` � BIT PAVEMENT <br />y JJ <br />\ � <br />/ // �� NOTE�. <br />/i � rHEcu�RirvoFrHESEau�NsoEaENo <br />� UPON COLOR COPIES. IF THIS TEXT OOES <br />, Nor AaaEAR iN co�oR, rHi s is Nor AN <br />_ _ 2 MIN �. oR�iNrERa ErATIONNOMAVREsuLriN <br />24"NIN. <br />SAWCUT BIT. VqRIABLE OEPTH <br />PAVEMENT � CONCRETE BASE <br />E%ISTING BIT. —\ � 2" BIT. PATCH <br />PAVEMENT ' OO & OO <br />��. <br />���� <br />� 24"MIN. <br />ONLY ALLOWED PER ENGINEER'S APPROVAL <br />SAWCUT <br />CONCRETE PAVEMENT � <br />E%ISTING <br />CONCRETE PAVEMENT � � 4 <br />\ <br />� t/� <br />I y„ - <br />PAVEMENT TREATMENT OPTIONS IN FRONT OF CURB & GUTTER <br />FOR USE ON C11R8 RAMP RETROFITS <br />SMALL RA�II15 � <br />2'-10'TYPICAL <br />COMBINED DIRECTIONAL OO <br />(COMPOUND RADIUS) <br />NOTES: <br />POSITIVE F�OW LINE DRAINAGE SNALL BE 1AAINTAINE� THROIIGN THE PEDESTRIAN ACCE55 ROUTE IPAFIAT A 2% MA%lANM. <br />NO PONDING SHALL BE PRESENT IN THE PAF. <br />ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE SHALL NOT BE CREATEft THAN 1/4 INCH. <br />Q1 FOR I15E AT CI1RB CUTS WHERE THE PEDESTRIAN'S PATH OF TFAVEL IS ASSIIMEO PEFPENDICULAR TO THE GUTTER <br />FLOW LINE.RAMP TYPES INCLII�E:PERPEN�ICULAR.TIEREG PERPENDICIILAR.PARALLEL. ANO �IAGONAL RAMPS. <br />O2 FOR IISE AT CI1RB RAMPS WHEFE THE PEOESTRIPN'S PPTH OF Tq4VEL IS ASSUMED NON <br />PERPENOICULAR TO THE GIITTER FLOW LINE.RAMP TYPES MCLUDE:FANS & �EPRESSED CORNERS. <br />Q3 BEGIN GIITTER SLOPE TRANSITION 10'OIITSIOE 0� ALL CIIRB RAMPS. <br />Q4 THERE SHALL BE NO VERTICAL OISCONTINl11TIE5 GREATER THAN 1/9". <br />Q5 ELEVPTION CMANGE TAKES PLACE FROM THE EXISTING TO NEW FRONT OF GIITTER. <br />PATCH IS USED TO MATCH THE NEW GIITTER GACE INTO THE E%ISTING ROADWAY. <br />Q6 VARIABLE WIDTH FOR DIRECTIONAL CIJRB APPLICATIONS.SEE SNEET 2 FOR OIRECTIONAL CIIRB SLOPE REOUiFiEMENTS. <br />Q7 TOP FRONT Oi GUTTER SHALL BE CONSTRIICTED GWSH WITH PROPOSEO ADJACENT PAVEMENT ELEVATION. <br />TOP 1.5" OF THE GIITTER FACE MIIST BE A FORMEO EOGE. PAR GIITTER SHALL NOi BE OVERLAiD. <br />OB SHOIILD BE USED AT VERTICALLY CONSTRAINEO AREAS WHEN AT A �RAINAGE HIGH POINT OR SIIPER <br />ELEVPTE� ROADWAY SEClAENTS. <br />O9 DRILL AND GROUT N0.4 EPDXY-COATE� IB" LONG TIE BARS AT 30" CENTER TO <br />CENTER INTO EXISTING CONCRETE PAVEMENT 1'MINIMUM FROM ALL JOINTS. <br />QO HELPS PROVIOE TWO SEPAFATE RAN,PS,REOtICES THE �OME SET6ACN LENGTH ANO MINIMIZES �IRECTIONAL CIIRB. <br />THIS RA�IIIS �ESIGN CLOSELY FOLLOWS THE TIIRNING VEHICLE PATH WHILE OPTINIZING CIlRB RAMP LENGTH. <br />11 CIIRB EXTENSIONS SHOULO BE lISEO W VERTICALLY CONSTRAINE� AREAS,l15UALLY IN �OWNTOWN ROA�WAY <br />SEGMENTS WHERE ON-STREET PARKING IS AVAILABLE.CIIP.B E%TENSIONS SHOIIL� BE CONSI�ERE� FOft <br />APS PITERSECTIONS WHERE SPACE IS LIMITE�. <br />PUSH BUTTONS MUST MEET APS CRITERIA AS DESCRIBED IN THE PUSH BUTTON LOCATION pETAIL SHEET. <br />STANDARD PLAN 5-297.250 I 3 OF 6 <br />///�� APPNOVEU: 1]-04-2�2] <br />/I �A HENSED: <br />�r�i <br />�----...� ............. STAT� <br />PEDESTRIAN CURB RAMP DETAILS <br />(TH I SHEET N0. OF SNEETS <br />ssloNUENaINEERUNOEa HE���N9soFTHE <br />sTsre oF sora <br />WHITNEV M.S. BEHNV <br />LENNAR HOMES <br />BRADFORDPARK <br />DEVELOPMENT <br />(PHASE 1) <br />22-26553 <br />�e ff�) <br />CURB RAMP <br />DETAILS <br />S�EET 14 <br />