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� N( <br />� 6( <br />LANDINC \ <br />I.0% MIN. <br />\\ 5.0% MAX. <br />\\ <br />\ \\ <br />\\\\ <br />� ALLOWABLE <br />1 \\TAREAG \ <br />�•\ \ ��� \� \ <br />� <br />' Eoce o� rNaoucH �aNe EXPANSION MATERIAL PLACEMENT CURB LINE REINFORCEMENT O <br />FOR CONCRETE ROADWAYS PLACEMENT ON BITUMINOUS ROADWAYS <br />1.0% MIN. <br />5.0% MAX. � <br />1.0% MIN. <br />5.0% MA%. <br />PE�ESTRIAN RAMP PEOESTRIAN RAMP <br />EOGE OF �-HROUGH LANE lIP TO 2.0% 2.0% AIAX.OR lIP UP TO 2.0% Z,p'/, MAX.Ofl UP �P TO 2.0% <br />CH4NGE TO 4% CHANGE CMANGE CHANGE <br />� \ TO 4% CHANCE <br />� FLOW LINE PROFILE "TABLE" - TWIN PERPENDICULARS <br />\TYPICA <br />TABLINC <br />REA � PE�ESTRIAN RAMP <br />�\ r UP TO 2.0% 2.0% MAX.OR !1P i UP TO 2.0"/.-I <br />� CHA= TO 4% CHANGE CHANGE <br />� - <br />�allo[Nc ��. .. �.oz mm. FLOW LINE PROFILE "TABLE" - FAN <br />5.0% MaX. <br />PEOESTRIAN RAMP PE�ESTFIAN RAMP <br />� I.0% MIN. -� �•0% MIN. �_ 1.0% MIN. 1.0% MIN. I.0% MIN. <br />50% MA%. �•5% PREFERRE� 5.�% MA%. 1.5% PREFERRE� 5.0% MAX. <br />FLOW LINE PROFILE RAISE - TWIN PERPENDICULARS <br />z PE�ESTRIAN RAMP <br />1.0% MIN. 1.0% MIN. l.0% MIN. <br />5.0% MAX. 1.5% PREFEfiRE� 5.0% MA%. <br />CURB LINE AND ROAD CROSSING ADJUSTMENTS <br />FLOW LINE PROFILE RAISE - FAN <br />GENERAL NOTES: <br />"TABLINC" OF LROSSWALMS MEANS MAINTAININC LE55 THAN 2% LRO55 SLOPE WITHIN A CROSSWALN,IS REOUIRED WHEN A ROADWAY IS IN A STOP OR YIELO CON�iTION <br />AND TXE PROJECT SCOPE ALLOWS. <br />RECONSTRULTION PROJECTS:ON V"ULL PAVEMENT REPLACEMENT PROJECTS "TABLING" OF ENTIRE CROSSWALK SHALL OCLIIR WHEN FEASIOLE. <br />MILL & OVERLAY PROJECTS:"TABLMC" OG FLOW LINES,IN FRONT OF THE PEOESTRIAN ftAMP,15 REOIIIRE� WHEN THE E%ISTING FLOW LINE IS GREATEF THAN 2%. <br />WARPMG OF THE BITIIMINOUS PAVEMENT CAN NOT E%TEND INTO THE THPOIIGH LANE.TABLE TFE FLOW LINE TO 2% OR AS MIICH AS POSSIBLE WHILE A�HEPING i0 <br />THE fOILOWING CFITERIA; <br />111.0% MIN.CROSS-SLOPE OF THE ROAD <br />2)5.0% MA%.CROSS-SLOPE OF THE ROA� <br />3)"TABLE" FLOW LME UP TO 9% CNANGE FROM EXISTING SLOPE IN FFONi pF PEOESTRIAN RAMP <br />9)UP TO 2% LHANGE IN FLOW �INE FflOM E%ISTING SLOPE BEYOND iHE PEDESTRIAN CURB RAMP <br />STANO-ALONE ADA RETRO�ITS:FOLLOW MILL & OVERLAY CRiTERIA ABOVE HOWEVER ALL PAVEMENT WARPING IS �ONE WITH BITUMINOUS PATCHiNG ON BITUMINOl15 <br />FOADWAYS AND FIILL-0EPiH APRON REPLACEMENT ON CONCRETE ROADWAYS. <br />RAISING OG CIIRB LINES SHOIILD OCCUR IN VERTICALLY CONSTRAINED AREAS.RA[SE TNE CIIRB LINES ENOIIGH TO ALLOW COMPLIANT RAMPS OR AS MIICH AS POSSIBIE <br />WHILE ADHEFINC TO TNE FOLLOWINC CRITEFIA: <br />111.0% NIN. AN� 5.0% MAXIMIIM LROSS-SLOPE Oi THE FOA� <br />2)1.0% MM.�LOW LINE ION EITHER SiOE OF PE�E57RIAN RAMPITO MAINiAM POSiTIVE �RAINAGE <br />3)5.0% RECOMMENDED MAX.FLOW LINE <br />9)LONGITII�INAL THPOIIGH LANE ROA�NAY TAPERS SNOULD BE 1" VERTICAL PEF 15'HORIZONTAL <br />REVISION: � <br />nPPRovEo: u-oa-zoz� <br />�_p�opV�a,�_. MiNNes <br />6 WALK� <br />6� 2 MM <br />3 � ,' ��2 <br />HI � <br />fi <br />SECTION VIEW A-A <br />THICKENED SECTION <br />THROUGH CURB RAMP FLARES <br />6" CONCRETE WALK �, <br />4" MINIMUM �, <br />AGGREGATE BASE �'�� <br />io <br />TYPICAL SIDEWALK SECTION <br />WITHIN INTERSECTION CORNER <br />36" MA%. SAWLUT <br />OPOSEO PFR E%ISTING CURB <br />CURB RNO GIITTER AN� Gl1TTER <br />f� <br />_� � }�� MIN. 3�� AIM. <br />" �. �SAWCUT <br />��� �� Paoaoseo raA cuae CURB AND GUTTER O <br />aHo cunce REINFORCEMENT <br />CURB RAMP REINFORCEMENT DETAILS OO OO <br />3"1� <br />� LANDING <br />� LANDING <br />3 12" <br />1�2/"� \J� 36" MA%�� <br />� ,e <br />36 � / 36" <br />MAX Ji MA%. 36' M\� <br />12 � � � ��12" ''Z ,�, � <br />� 3" <br />SEPARATE LANDING Q O <br />POUR REINFORCEMENT <br />36" MAX. <br />36" MAX. <br />NOTES: <br />QI TO ENSIIRE RAMPS AND IANpINGS ARE PFOPERLY CONSTRUCTED.ALL INITIAL LANOINGS AT A TOP OF A RAMPED SUFFA[E <br />IRIINNING SLOPE GREATER THAN 2%ISHALL BE FORME� AND PLACED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. <br />fOI�OW SIOEWALN REINFORCEMENT DETAILS ON iHIS SHEET FOR ALL SEPARATELY POUFED INITIAL LANDINGS. <br />02 DRILL AND GROIJi N0.4 12" LONG REINFORCEMENi BARS IEPDXV COAiE�IAi 36" MA%IMIIM CENTER i0 CENTER MMIMIIN <br />l2" SPACING FROM CONSTRIICiION JOINiS.BARS TO BE AOJUSTE� TO MATCH RAMP GRA�E.BARS TO BE PAI� BY EACH. <br />O3 ORILL AND GROUT 2- N0.9 X t2" LONG (6" EMBEO�E�IREINFORCEMENt BARS (EPDXY COATEDI. <br />REINFORCEMENT AEOUIFED FOR ALL CONSTRUCTION JOINTS.BARS TO BE PA70 BY EACH. <br />4O THIS CI1RB LINE REINFORCEMENT OETAIL SHALL 6E IISEO ON BITIIMIN�l15 ROAOWAYS.FOR CONLRETE ROA�WAYS,SEE NOTE 6. <br />OS CONSTRIICT WITH EXPANSION MATERIAL PER MN�OT SPECIGICATION 3�02 TYPES A-E.EXPANSION MATERIAL SHA�I MATCF FULL HEIGHT <br />OF A�JACENT CONCRETE. <br />O6 tJSE AN APPftOVEO TYPE i" 11/9 INCH THILK)SEPARATION MATERIAl.SEPARATION MATERIAL SHALL MATLH FUIL HEIGHT DIMENSION OF <br />ADJACENT CONLRETE. <br />STANDARD PLAN 5-297.250 6 oF 6 pEDESTRIAN CURB RAMP DETAILS <br />APPNOVEU: 1]-04-2�2] <br />I�A HENSED: <br />V��� <br />�_.__ ...� .. ........... STATE PROJ. N0. (TH I SHEET N0. OF SNEETS <br />��.�V <br />4 � <br />NorE <br />rHe cu�Riry oF rHese au�Ns oeaeNo <br />uaoN co�oR coaies. iF rHis rExr ooes <br />Nor AaaeAR w co�oR, rHi s is Nor AN <br />ORI GI NAL PLAN SET ANO MAV RESULT IN <br />MISINTERPRETATION. <br />STATEpIONUENTINEERUNOEa HE���N9soFTHE <br />^I 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 17 <br />