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GENERAL NOTES:1.THESE SHEETS ARE IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACTCURB RAMP NOTES:19.THE MINIMUM WIDTH OF A CURB RAMP SHALL BE 4'-0".20.THE GRADE (RUNNING SLOPE) OF A CURB RAMP SHALL BE A MINIMUM OF 5%. THE5'-0" MIN5'-0"5'-0" MINGRADE FOR DESIGN AND LAYOUT SHALL BE A MAXIMUM OF 7.5%. THE GRADE FOR ADA2.DIMENSIONS SHOWN IN THE DETAILS AS MINIMUMS AND MAXIMUMS ARE THE LIMITS FORACCESSIBILITY AND WORK ACCEPTANCE SHALL BE A MAXIMUM OF 8.3%.5'-0"PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT OF WAY (PROWAG).4'-0"(ADA), AND THE REQUIREMENTS OF THE 2011 PROPOSED ACCESSIBILITY GUIDELINES FORDESIGN AND FIELD LAYOUT. FACILITIES SHALL NOT BE CONSTRUCTED WITH VALUESA GRADE (RUNNING SLOPE) OF 8.3% OR LESS, THE RAMP LENGTH SHALL NOT BE REQUIREDTO EXCEED 15'-1" FOR DESIGN AND FIELD LAYOUT. THE RAMP LENGTH SHALL NOT BENYSDOT HIGHWAY DESIGN MANUAL CHAPTER 18 WEBSITE.REQUIRED TO EXCEED 15'-0" FOR WORK ACCEPTANCE.22.PROVIDE POSITIVE DRAINAGE. THE CROSS SLOPE OF A CURB RAMP SHALL BE 1.5% MAXIMUMCONSTRUCTED TO MEET THE STANDARDS TO THE GREATEST EXTENT PRACTICABLE.NONSTANDARD FEATURES SHALL BE JUSTIFIED PER HIGHWAY DESIGN MANUAL CHAPTER 2,EXHIBIT 2-15A.FOR DESIGN AND LAYOUT, AND 2% MAXIMUM FOR WORK ACCEPTANCE. SEE NOTE 12 FORWARPED ACCORDING TO THE DETAIL ON SHEET 8 OF 9 TO TIE INTO THE DROP CURB.23.SLOPE) WILL BE MEASURED ALONG THE CENTERLINE AND OFFSET 12" TO 18" FROM THECENTERLINE. CROSS SLOPES WILL BE MEASURED PERPENDICULAR TO CENTERLINE AT 5' TO10' INTERVALS.THE BACKSIDE OF A PARALLEL RAMP SHOULD BE GRADED TO A MAXIMUM SLOPE OF 25%TO MATCH EXISTING TERRAIN, UNLESS OTHERWISE SHOWN IN THE CONTRACT DOCUMENTS.WHERE GRADING IS NOT FEASIBLE DUE TO LIMITED ROW OR PHYSICAL CONSTRAINTS, ABACK CURB MAY BE INSTALLED. SEE DETAILS ON SHEET 3 OF 9 AND SHEET 9 OF 9.CROSS SLOPES ARE MEASURED PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN TRAVEL.7.5'-0"5'-0" MINTHE CURB LINE.GRADES (RUNNING SLOPES) ARE MEASURED IN THE DIRECTION OF PEDESTRIAN TRAVEL.JOINTS BETWEEN SIDEWALKS, CURB RAMPS, TURNING SPACES AND ROADWAYS SHALL BEFLUSH AND FREE FROM ABRUPT VERTICAL CHANGES GREATER THAN ‚". VERTICAL SURFACE5'-0" MINMAXIMUM FOR WORK ACCEPTANCE. THE SLOPE OF FLARED SIDES IS MEASURED PARALLEL TO24.6.RAMP SIDE OPTIONS ARE DETAILED ON SHEET 3 OF 9 FOR USE WITHIN THE BUFFERZONE. WHERE A PEDESTRIAN CIRCULATION PATH CROSSES THE CURB RAMP, FLARED SIDESSHALL BE INSTALLED WITH A MAXIMUM SLOPE OF 9.5% FOR DESIGN AND LAYOUT, AND 10%WHERE THE READINGS VARY, THE MEASUREMENTS WILL BE AVERAGED. GRADE (RUNNING25.DEPARTMENT PREFERENCE IS TO INSTALL TWO CURB RAMPS AT A STREET CORNER THATDISCONTINUITIES BETWEEN ‚" AND " SHALL BE BEVELED WITH A SLOPE NOT STEEPERSERVES BOTH CROSSINGS. WHERE EXISTING PHYSICAL CONSTRAINTS PREVENT TWO CURBTHAN 1:2. THE BEVEL SHALL BE APPLIED ACROSS THE ENTIRE JOINT. SEE DETAIL ONSHEET 2 OF 9.RAMPS FROM BEING INSTALLED AT A STREET CORNER THAT SERVES BOTH CROSSINGS, A5'-0"TO CHECK FIELD LAYOUT AND TO VERIFY WORK ACCEPTANCE, ALL SLOPES AND GRADESDETAIL "A"ACCESSIBLE PASSING SPACE TRANSITIONONE SIDE TAPERSEXCEPTIONS. WHERE THE EXISTING ROADWAY GRADE EXCEEDS 2%, THE CURB RAMP MAY BEWILL BE MEASURED WITH A 4 FOOT LONG DIGITAL LEVEL USING AT LEAST TWO READINGS.5.THE CROSS SLOPE OF THE CURB RAMP SHALL BE AS FLAT AS POSSIBLE AND STILLFACILITIES THAT CANNOT BE CONSTRUCTED TO MEET THE DESIGN STANDARDS SHALL BE6"4.NOT ALL FACILITIES CAN BE CONSTRUCTED TO MEET THE DESIGN STANDARDS.4'-0"3.WHERE EXISTING CONDITIONS DO NOT ALLOW THE CONSTRUCTION OF A CURB RAMP WITH1'-0"21.6"OUTSIDE THE LIMITS FOR WORK ACCEPTANCE. SEE TABLE "DESIGN ELEMENT TOLERANCES"ON THIS SHEET. FURTHER INFORMATION IS PROVIDED ON "CRITICAL ELEMENTS FOR THEDESIGN, LAYOUT, AND ACCEPTANCE OF PEDESTRIAN FACILITIES" AVAILABLE ON THESINGLE DIAGONAL CURB RAMP WILL BE PERMITTED TO SERVE BOTH PEDESTRIAN STREETCROSSINGS.DETAIL "B"ACCESSIBLE PASSING SPACE TRANSITIONBOTH SIDES TAPERSIDEWALKS ARE CONNECTED TO ROADWAYS BY EITHER BLENDED TRANSITIONS OR CURBRAMPS. BLENDED TRANSITIONS ARE CONNECTIONS BETWEEN THE SIDEWALK LEVEL AND THEROADWAY LEVEL THAT HAVE A MAXIMUM GRADE (RUNNING SLOPE) OF 5%, AND TRANSITIONSGREATER THAN 5% ARE CONSIDERED CURB RAMPS.8.CURB RAMPS AND BLENDED TRANSITIONS MAY REQUIRE THE INSTALLATION OFDETECTABLE WARNINGS. SEE ADDITIONAL "DETECTABLE WARNING NOTES" ON THIS SHEET,TURNING SPACE AND CLEAR SPACE NOTES:26.9.VERTICAL ALIGMENT SHALL BE GENERALLY PLANAR. GRADE BREAKS wWITHIN THEPEDESTRIAN ACCESS ROUTE SHALL BE PERPENDICULAR TO THE DIRECTION OF TRAVEL ANDTURNING SPACES SHALL BE PERMITTED TO OVERLAP CLEAR SPACES.27.4'-0" MINIMUM. WHERE THE TURNING SPACE IS CONSTRAINED AT THE BACK OF SIDEWALK,SIDEWALK GRADE (RUNNING SLOPE) SHALL NOT BE DESIGNED TO EXCEED 4.5%, EXCEPTLIMIT FOR WORKLAYOUT LIMITACCEPTANCESIDEWALK CROSS SLOPE - SEE NOTE 121.5% MAX.2.0% MAX.SIDEWALK GRADE (RUNNING SLOPE) - SEE NOTE 114.5% MAX.5.0% MAX.CURB RAMP GRADE (RUNNING SLOPE) - SEE NOTE 217.5% MAX.8.3% MAX.BLENDED TRANSITION GRADE (RUNNING SLOPE) - SEE NOTE 74.5% MAX.5.0% MAX.TURNING SPACES SHALL NOT BE DESIGNED WITH CROSS SLOPE GREATER THAN 1.5% INANY DIRECTION, WHILE PROVIDING POSITIVE DRAINAGE. THE MAXIMUM CROSS SLOPE FORWORK ACCEPTANCE IS 2.0%. A NONSTANDARD FEATURE JUSTIFICATION IS REQUIRED WHEREHIGHWAY GRADE IS GREATER THAN 5%, THE SIDEWALK GRADE SHALL NOT EXCEED THETURNING SPACES EXCEED 2.0% IN ANY DIRECTION.HIGHWAY GRADE.THE CROSS SLOPE OF PEDESTRIAN ACCESS ROUTES SHALL BE 1.5% MAXIMUM FORDESIGN AND LAYOUT, AND 2% MAXIMUM FOR WORK ACCEPTANCE. THE FOLLOWING EXCEPTIONSDESIGN AND FIELDELEMENT28.WHEN MATCHING INTO EXISTING SIDEWALK OR WHEN THE HIGHWAY GRADE IS STEEPER. WHEN12.DESIGN ELEMENT TOLERANCESTHE TURNING SPACE SHALL BE 4'-0" X 5'-0" MINIMUM. THE 5'-0" DIMENSION SHALL BEPROVIDED PERPENDICULAR TO THE CONSTRAINT.MATERIAL DEPTHS SHOWN ON THESE SHEETS ARE TYPICAL MINIMUM VALUES AND MAY BEDIFFERENT IN THE CONTRACT DOCUMENTS.11.WHERE THERE ARE NO VERTICAL CONSTRAINTS AT THE BACK OF SIDEWALK, (E.G.,VERTICAL CURB, BUILDINGS, FENCES) THE TURNING SPACE DIMENSIONS SHALL BE 4'-0" xSHALL NOT BE ROUNDED.10.WHERE A CHANGE IN DIRECTION IS REQUIRED TO UTILIZE A CURB RAMP, A TURNINGSPACE SHALL BE PROVIDED AT THE BASE OR THE TOP OF CURB RAMP AS APPLICABLE.AND DETAILS ON SHEET 2 OF 9 FOR DIMENSIONS, ORIENTATION AND INSTALLATION.29.BEYOND THE BOTTOM GRADE BREAK, A CLEAR SPACE OF 4'-0" x 4'-0" MINIMUM SHALLBE PROVIDED WITHIN THE WIDTH OF THE PEDESTRIAN CROSSWALK, AND OUTSIDE THEPARALLEL VEHICLE TRAVEL LANE. THE CLEAR SPACE MAY OVERLAP TURNING SPACES,DETECTABLE WARNING SURFACES, AND DROP CURBS.ARE ALLOWED:ALL VALUES SHOWN ON THE 608-01 STANDARD SHEETS REFER TO DESIGN AND FIELD LAYOUT LIMITS.FOR ADDITIONAL REQUIREMENTS AND TOLERANCES, SEE "CRITICAL ELEMENTS FOR THE DESIGN, LAYOUT,A.WHERE PEDESTRIAN STREET CROSSINGS ARE PROVIDED AT INTERSECTIONSAND CONSTRUCTION OF PEDESTRIAN FACILITIES" AVAILABLE ON THE NYSDOT HIGHWAY DESIGN MANUALWITHOUT YIELD OR STOP CONTROL OR WHERE THERE IS ANY TRAFFIC SIGNALCHAPTER 18 WEBSITE.DETECTABLE WARNING NOTES:WITHOUT A FLASHING RED, THE CROSS SLOPE OF A PEDESTRIAN ACCESS ROUTECONTAINED WITHIN A STREET CROSSING SHALL BE 4.5% MAXIMUM FOR DESIGNAND LAYOUT, AND 5% MAXIMUM FOR WORK ACCEPTANCE.30.DETECTABLE WARNING SURFACES SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS ONPEDESTRIAN ACCESS ROUTES:B.13.WHERE MIDBLOCK PEDESTRIAN STREET CROSSINGS ARE PROVIDED, THE CROSSSLOPE OF A PEDESTRIAN ACCESS ROUTE CONTAINED WITHIN A MIDBLOCKA.CURB RAMPS AND BLENDED TRANSITIONS AT PEDESTRIAN STREET CROSSINGS.STREET CROSSING SHALL BE PERMITTED TO EQUAL THE STREET OR HIGHWAYGRADE.B.PEDESTRIAN REFUGE ISLANDS (WHERE THE LENGTH OF THE PEDESTRIAN ACCESS ROUTEACROSS THE REFUGE ISLAND IS GREATER THAN OR EQUAL TO 6 FEET).C.PEDESTRIAN AT-GRADE RAIL CROSSINGS NOT LOCATED WITHIN A STREET OR HIGHWAY.THE MINIMUM CLEAR WIDTH FOR PEDESTRIAN ACCESS ROUTES IS 4'-0", EXCLUSIVE OFTHE CURB. WHEN WALKWAY WIDTHS ARE LESS THAN 5'-0",5'-0" x 5'-0" PASSING SPACES (SHOWN IN DETAIL A OR B), OR A FEATURE OF EQUALOR GREATER DIMENSIONS (E.G., DRIVEWAYS) THAT MEET THE SLOPE CRITERIA, SHALL BEPROVIDED AT A MAXIMUM INTERVAL OF 200'. EXISTING DRIVEWAYS AND STREET CROSSING31.14.15.17.USER lmontgomeryFILE NAM E DRAFT 608-0101.dgn05DATE/TIM E 08-M AR-2016 13:16.18.THE BUFFER ZONE IS A PHYSICAL DISTANCE SEPARATING THE PEDESTRIAN ACCESSROUTE FROM THE VEHICLE TRAVELED WAY. THE BUFFER ZONE MAY BE PLANTED OR PAVED.DETECTABLE WARNING SURFACES SHALL BE PROVIDED WHERE THE PEDESTRIAN ACCESSROUTE CROSSES DRIVEWAYS WITH SIGNAL, YIELD OR STOP CONTROL. DETECTABLE WARNINGSURFACES SHALL NOT BE PROVIDED AT CROSSINGS OF UNCONTROLLED DRIVEWAY APRONS.MAY ALSO SERVE AS PASSING SPACES.32.SOME DETECTABLE WARNING PRODUCTS REQUIRE A CONCRETE BORDER FOR PROPERINSTALLATION. IF REQUIRED, THE BORDER SHALL NOT EXCEED 2". WHERE THE BACK OFWHERE THE BUFFER ZONE WIDTH, EXCLUSIVE OF CURB, IS LESS THAN 3'-0" THE SURFACECURB EDGE IS TOOLED TO PROVIDE A RADIUS, THE BORDER DIMENSION SHALL BE MEASUREDSHOULD BE PAVED OR CONSTRUCTED WITH HARDSCAPE MATERIALS.FROM THE INSIDE EDGE OF THE CURB RADIUS.THE MAXIMUM RECOMMENDED CROSS SLOPE OF A TURF BUFFER ZONE OR SLOPE33.THE DETAILS PROVIDED ARE NOT DRAWN TO SCALE. THE QUANTITY OF DOMES DEPICTEDTRANSITION BEHIND SIDEWALK IS 25%. BUFFER ZONES WITH A CROSS SLOPE GREATER THANON THE DETECTABLE WARNING UNIT IS FOR ILLUSTRATION ONLY. THE SIZE OF THE25% SHOULD BE PAVED, PLANTED OR CONSTRUCTED WITH HARDSCAPE MATERIALS.DETECTABLE WARNING FIELD SHALL BE 24" MINIMUM IN THE DIRECTION OF TRAVEL ANDWHEN CROSSING DRIVEWAYS, THE WORK SHALL BE IN CONFORMANCE WITH STANDARDSHALL EXTEND THE FULL WIDTH OF THE CURB RAMP OR FLUSH SURFACE, EXCLUDING ANYFLARED SIDES. THE WIDTH OF THE DETECTABLE WARNING FIELD INCLUDES A CONCRETESHEET 608-03.BORDER, IF PROVIDED.680-10 FOR DETAILS.ON SLOPES OF 5% OR GREATER, THE ROWS OF DOMES SHALL BE ALIGNED TO BEPERPENDICULAR OR RADIAL TO THE LOWER GRADE BREAK ON THE RAMP RUN. WHERE DOMESWHERE EXISTING ROADWAYS ARE SAWCUT TO INSTALL CURBING AND/OR SIDEWALK, THEARE ARRAYED RADIALLY THEY MAY DIFFER IN DOME DIAMETER AND CENTER-TO-CENTERSPACING WITHIN THE RANGES SPECIFIED ON SHEET 2. ON SLOPES LESS THAN 5%, DOMEFOR PEDESTRIAN SIGNALS AND PEDESTRIAN PUSH BUTTONS, REFER TO STANDARD SHEET34.SIDEWALK AND CURB RAMP DETAILS(SHEET 1 OF 9)ORIENTATION IS LESS CRITICAL AND MAY DIFFER FROM PERPENDICULAR OR RADIALROADWAY SHOULD BE SAWCUT AT LEAST 2'-0" FROM THE PROPOSED CURB LINE TO ALLOWFOR ADEQUATE COMPACTION OF ASPHALT. IF SAWCUT IS LESS THAN 2'-0" FROM PROPOSEDCURB LINE, THEN THE ROADWAY SHALL BE REBUILT USING CLASS C CONCRETE. SEEDETAILS ON SHEET 9 OF 9.U.S. CUSTOMARY STANDARD SHEETALIGNMENT TO THE GRADE BREAK.35.THE DETECTABLE WARNING FIELD SHALL BE THE COLOR SPECIFIED IN THE CONTRACTDOCUMENTS OR MEET THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS. DETECTABLEWARNING SURFACES SHALL CONTRAST VISUALLY WITH ADJACENT GUTTER, STREET ORHIGHWAY, OR PEDESTRIAN ACCESS ROUTE SURFACE, EITHER LIGHT-ON-DARK ORDARK-ON-LIGHT.APPROVED MARCH 07, 2016ISSUED UNDER EB 16-012/S/ RICHARD W. LEE, P.E.DEPUTY CHIEF ENGINEER(DESIGN)608-01
GRADE BREAK TO BACK OF CURBAGREATER THAN 5'-0"BRECTANGULAR UNITS,CUT TO FIT DETECTABLEWARNING SURFACE (TYP.)E24" MIN.5%9.5X.MA%MAX.7TRUNCATED DOME DIMENSIONS.7.5% MAX.ABDROP CURB24"MDROP CURBGRADE BREAK AT BOTTOM OF RAMPONE CORNER OF DETECTABLEWARNING SURFACE LOCATEDAT BACK OF CURB (TYP.)(SEE NOTE 32)DIM.MIN. (IN)MAX. (IN)A1.6"2.4"B0.65"1.5"C.IN50% - 65% OF D DIM.D9.5%MAX.0.9"1.4"GRADE BREAK AT BOTTOM OF RAMPONE CORNER OF DETECTABLEWARNING SURFACE LOCATEDAT BACK OF CURBOPTION 1EPLAN0.2"COPTION 4DSECTION E-EGRADE BREAK TO BACK OF CURBGREATER THAN 5'-0"CURB (TYP.)GRADE BREAK TO BACK OF CURBRECTANGULAR UNITS,DETECTABLE WARNING SURFACE (DWS)TRUNCATED DOME DETAILSCUT TO FIT DETECTABLELESS THAN 5'-0"WARNING SURFACE (TYP.)24" MIN.7.5% MAX.7.5% MAX.‚" MAX.DROP CURB5'-0" MAX.DROP CURB24" MIN.GRADE BREAK AT BOTTOM OF RAMPGRADE BREAK AT BOTTOM OF RAMPONE CORNER OF DETECTABLEWARNING SURFACE LOCATEDONE CORNER OF DETECABLEAT BACK OF CURBWARNING SURFACE LOCATEDAT BACK OF CURBOPTION 2OPTION 52‚" - " MAX.1GRADE BREAK TO BACK OF CURBGREATER THAN 5'-0"GREATER THAN 5'-0"VERTICAL SURFACE DISCONTINUITIESRECTANGULAR TILECUT TO FIT DETECTABLEWARNING SURFACE (TYP.)GRADE BREAK TO BACK OF CURBSPECIAL ORDER RADIALUNITS, DETECTABLEWARNING SURFACE (TYP.)SEE NOTE 6 ON SHEET 1 OF 9CUT EDGE TOCUT EDGE JOINTS (TYP.)(SEE NOTE 34)7.5% MAX.7.5% MAX.DROP CURBDROP CURB24" MIN.GRADE BREAK AT BOTTOM OF RAMPGRADE BREAK AT BOTTOM OF RAMPONE CORNER OF DETECABLEWARNING SURFACE LOCATEDAT BACK OF CURBONE CORNER OF DETECABLEWARNING SURFACE LOCATEDAT BACK OF CURBOPTION 3USER lmontgomery04DATE/TIM E 08-M AR-2016 13:FILE NAM E DRAFT 608-0102.dgn24" MIN.U.S. CUSTOMARY STANDARD SHEETOPTION 6SIDEWALK AND CURB RAMP DETAILS(SHEET 2 OF 9)DETECTABLE WARNING SURFACE (DWS) PLACEMENT OPTION DETAILSAPPROVED MARCH 07, 2016ISSUED UNDER EB 16-012NOTE:/S/ RICHARD W. LEE, P.E.ALL NOTES REFERENCED ON THIS SHEET CAN BE FOUND ON STANDARD SHEET 608-01, SHEET 1 OF 9.DEPUTY CHIEF ENGINEER(DESIGN)608-01
25% MAX.(SEE NOTE 24)SIDE1.5% WALMA KX.LKWA AX.DESI % M51.7.5%X.MARAMP25% MAX. AT CURB LINE(BOTH SIDES)7.5%5%7.RAMPSIDE FLARE (TYP.)(SEE NOTE 23)LKWADE MAX.SI%5.1MAX.LKWADE AX.SIM%5.17.5%MAX.MAX.OPTION A: GRADED EARTH AND TURFBUFFER ZONEBUFFER ZONECROSSWALKRAMPCROSSWALKRAMPOPTION B: GRADED EARTHOPTION A: FLARED CONCRETE12" MAX.BACK CURB HEIGHTSIDEW1.5% ALKMAX.LKWADE MAX.SI%51.7.5%MAX.5%7.X.MARAMPLKWADE AX.SIM5%1.RAMPLKWADE AX.SIM5%1.7.5%7.5%MAX.MAX.BUFFER ZONEPAVEMENTBUFFER ZONEOPTION B: BACK CURBEDGECROSSWALKCROSSWALKRAMPRAMPPARALLEL RAMP BACK TREATMENTSOPTION C: RETURN CURBOPTION D: UNCURBED INTERSECTIONU.S. CUSTOMARY STANDARD SHEETUSER lmontgomeryFILE NAM E DRAFT 608-0103.dgn09DATE/TIM E 08-M AR-2016 13:RAMP SIDE CONFIGURATIONSSIDEWALK AND CURB RAMP DETAILS(SHEET 3 OF 9)NOTE:ALL NOTES REFERENCED ON THIS SHEET CAN BE FOUND ON STANDARD SHEET 608-01, SHEET 1 OF 9.APPROVED MARCH 07, 2016ISSUED UNDER EB 16-012/S/ RICHARD W. LEE, P.E.DEPUTY CHIEF ENGINEER(DESIGN)608-01
N.MI-0"4'LKWADE AX.SIM%5.1BUFFER ZONE"-04'SEE SHEET 3 OF 9FOR RAMP SIDE OPTIONSMIN.SIDEW1.5% ALKMAX.LKWADE MAX.SI%51.SIDE FLARE (TYP.)(SEE NOTE ALKRAMPSEE DETECTABLE WARNINGPLACEMENT DETAILS ON SHEET 2 OF 9CLEAR SPACECROSSWALKKALSWOSCR(SEE NOTE 29)CLEAR SPACE & TURNING SPACE(SEE NOTES 26, 28 & 29)CURB RAMP CONFIGURATION: TYPE 1"-04'SEE DETECTABLE WARNINGPLACEMENT DETAILS ON SHEET 2 OF 9N.MICURB RAMP CONFIGURATION: TYPE 4LKWA AX.DESI % M51.7.5%MAX.RAMPTURNING SPACE(SEE NOTES 26 & 28)SEE DETECTABLE WARNINGPLACEMENT DETAILS ON SHEET 2 OF 9CROSSWALK"-04'N.MI4'-0"CLEAR SPACE(SEE NOTE 29)MIN.SIDE1.5% WALMA KX.LKWA AX.DESI % M51.RAMP7.5%RAMPMAX.5%7.X.MACURB RAMP CONFIGURATION: TYPE 2BUFFER ZONE"-04'4'-0"N.MISEE SHEET 3 OF 9FOR RAMP SIDE OPTIONSRAMP 7.5% MAX.MIN.RAMP 7.5% MAX.SIDE1.5% WALMA KX.LKWA AX.DESI % M51.BUFFER ZONEBUFFER ZONE7.5%MAX.5%7.BUFFER ZONEX.MACROSSWALKKALSWOSCRSEE DETECTABLE WARNINGPLACEMENT DETAILS ON SHEET 2 OF 9 (TYP.)CLEAR SPACE(SEE NOTE 29)RAMPRAMPCURB RAMP CONFIGURATION: TYPE 5CLEAR SPACE & TURNING SPACE(SEE NOTES 26, 28 & 29)USER lmontgomeryFILE NAM E DRAFT 608-0104.dgn21DATE/TIM E 08-M AR-2016 13:SEE SHEET 3 OF 9FOR RAMP SIDE OPTIONSCROSSWALKKALSWOSCRU.S. CUSTOMARY STANDARD SHEETSEE DETECTABLE WARNINGPLACEMENT DETAILS ON SHEET 2 OF 9SIDEWALK AND CURB RAMP DETAILS(SHEET 4 OF 9)CURB RAMP CONFIGURATION: TYPE 3NOTE:ALL NOTES REFERENCED ON THIS SHEET CAN BE FOUND ON STANDARD SHEET 608-01, SHEET 1 OF 9.APPROVED MARCH 07, 2016ISSUED UNDER EB 16-012/S/ RICHARD W. LEE, P.E.DEPUTY CHIEF ENGINEER(DESIGN)608-01
CLEAR SPACE & TURNING SPACE(SEE NOTES 26, 28 & 29)(INCLUDES DWS AREA)"-04'4'-0"N.MILKWA AX.DESI % M51.MIN.SIDE1.5% WALMA MACROSSWALKSEE DETECTABLE WARNINGPLACEMENT DETAILS ON SHEET 2 OF 9 (TYP.)RAMPTURNING SPACE(SEE NOTES 26 & 28)RAMP"-04'N.MI4'-0"LKWA .DE MAXSI5%1.CURB RAMP CONFIGURATION: TYPE 6MIN.SIDE1.5% WALKMAX.9.5%MAX.7.5% MAX.RAMP5%9.SIDE FLARE (TYP.)(SEE NOTE 23)X.MASEE DETECTABLETURNING SPACE (TYP.)(SEE NOTES 26, 27 & 28)WARNING PLACEMENTDETAILS ON SHEET 2 OF 9"-04'N.MI4'-0"BUILDING OR OTHER STRUCTUREBUFFER ZONEMIN.CLEAR SPACE(SEE NOTE 29)SIDE1.5% WALMA KX.LKWA AX.DESI % M5.1BUFFER ZONESEE SHEET 3 OF 95%7.RAMPX.MAKALSWOSCR7.5%9.5% MAX.5% MAX.9.FOR RAMP SIDE OPTIONSMAX.RAMPCROSSWALKSEE DETECTABLE WARNNGPLACEMENT DETAILS ON SHEET 2 OF 9 (TYP.)CLEAR SPACE(SEE NOTE 29)U.S. CUSTOMARY STANDARD SHEETSIDE FLARE (TYP.)USER lmontgomeryFILE NAM E DRAFT 608-0105.dgnCURB RAMP CONFIGURATION: TYPE 8SEE SHEET 3 OF 9FOR RAMP SIDE OPTIONS25DATE/TIM E 08-M AR-2016 13:CROSSWALKKALSWOSCR(SEE NOTE 23)CLEAR SPACE(SEE NOTE 29)SIDEWALK AND CURB RAMP DETAILS(SHEET 5 OF 9)CURB RAMP CONFIGURATION: TYPE 7APPROVED MARCH 07, 2016ISSUED UNDER EB 16-012NOTE:/S/ RICHARD W. LEE, P.E.ALL NOTES REFERENCED ON THIS SHEET CAN BE FOUND ON STANDARD SHEET 608-01, SHEET 1 OF 9.DEPUTY CHIEF ENGINEER(DESIGN)608-01
"-04'N.MILKWA X.DE MASI %5.17.5%CLEAR SPACE & TURNING SPACE(SEE NOTES 26, 28 & 29)(INCLUDES DWS AREA)MAX.RAMP4'-0"7.5%KALSWOSCRSEE DETECTABLE WARNINGPLACEMENT DETAILS ON SHEET 2 OF 9MIN.MAX.SI1. DEW5%AMA LKX.LKWA X.DE MASI %51.RAMPBUFFER ZONETURNING SPACE(SEE NOTES 26 & 28)7.5%CURB RAMP CONFIGURATION: TYPE 9MID BLOCK CROSSING OR T INTERSECTIONSEE SHEET 3 OF 9FOR RAMP SIDE OPTIONSMAX.CLEAR SPACE(SEE NOTE 29)CROSSWALKSEE DETECTABLE WARNINGPLACEMENT DETAILS ON SHEET 2 OF 9BUFFER ZONE4'-0"RAMPTURNING SPACEMIN.SI1. DEW5%ALMA KX.(SEE NOTES 26 & 28)RAMP5%7.RAMPCURB RAMP CONFIGURATION: TYPE 11BUFFER ZONEMID BLOCK CROSSING OR T INTERSECTIONX.MASEE SHEET 3 OF 95%7.FOR RAMP SIDE OPTIONSX.MARAMP 7.5% MAX.SI1. DEW5%ALMA KX.CROSSWALKSEE DETECTABLE WARNINGPLACEMENT DETAILS ON SHEET 2 OF 9BUFFER ZONECLEAR SPACECURB RAMP CONFIGURATION: TYPE 10U.S. CUSTOMARY STANDARD SHEETMID BLOCK CROSSING OR T INTERSECTIONUSER lmontgomery56DATE/TIM E 08-M AR-2016 13:FILE NAM E DRAFT 608-0106.dgn(SEE NOTE 29)SIDEWALK AND CURB RAMP DETAILS(SHEET 6 OF 9)APPROVED MARCH 07, 2016NOTE:ALL NOTES REFERENCED ON THIS SHEET CAN BE FOUND ON STANDARD SHEET 608-01, SHEET 1 OF 9.ISSUED UNDER EB 16-012/S/ RICHARD W. LEE, P.E.DEPUTY CHIEF ENGINEER(DESIGN)608-01
EZONFERBUF90n).TYPN. (MI-0"5'TURNING SPACE (5'-0" x 5'-0")(SEE NOTES 26, 27 & 28)NELARNTUTGHRI90nBUFFER ZONECLEAR SPACE(SEE NOTE 29)TODEGRANIDRA90nRAMPn90CROSSWALKSIDEWALK1.5% MAX.SEE DETECTABLE WARNING7.5% MAX.PLACEMENT DETAILS ON SHEET 2 OF 9 (TYP.)BUFFER ZONEYWAADROTURNING SPACE(SEE NOTES 26 & 28)SEE SHEET 3 OF 9FOR RAMP SIDE OPTIONSBUFFER ZONECURB RAMP CONFIGURATION: TYPE 12RIGHT TURN ISLAND CUT THROUGHMATCH EXISTINGWIDTH & CROSS SLOPE"-04'10'-0"X.MAMAX.BUFFER ZONELK .WA AXMDESI 5%.1LKWADE MAX.SI%5.1SIDEWALK TRANSITION7.5%4'-0"MAX.SEE SHEET 3 OF 9FOR RAMP SIDE OPTIONSBUFFER ZONE7.5%MAX.RAMP5%1.MIN.X.MACLEAR SPACE & TURNING SPACE(SEE NOTES 26, 28 & 29)CLEAR SPACE(SEE NOTE 29)SEE DETECTABLE WARNINGPLACEMENT DETAILS ON SHEET 2 OF 9DELINEATOR/OBJECT MARKERAPPROX. 10' AWAY FROM ENDOF SIDEWALK (OPTIONAL)n45DROP CURB"-02'"-04'N.MIMATCH ROADWAY GRADERAMPSEE DETECTABLE WARNINGOFPAVEMENTCURB RAMP CONFIGURATION: TYPE 13ACCESS ISLAND CURB RAMPUSER lmontgomery33DATE/TIM E 08-M AR-2016 13:FILE NAM E DRAFT 608-0107.dgnPLACEMENT DETAILS ON SHEET 2 OF 9EDGECROSSWALKU.S. CUSTOMARY STANDARD SHEETCURB RAMP CONFIGURATION: TYPE 14SHOULDER TO SIDEWALK TRANSITIONSIDEWALK AND CURB RAMP DETAILS(SHEET 7 OF 9)APPROVED MARCH 07, 2016ISSUED UNDER EB 16-012NOTE:/S/ RICHARD W. LEE, P.E.ALL NOTES REFERENCED ON THIS SHEET CAN BE FOUND ON STANDARD SHEET 608-01, SHEET 1 OF 9.DEPUTY CHIEF ENGINEER(DESIGN)608-01
TURNING SPACE,1.5% MAX. SLOPE(SEE NOTES 26, 27 & 28)BUFFER ZONE7.5% MAX. AT STEEPESTPART OF RAMPG1G2SEE SHEET 3 OF 9FOR RAMP SIDE OPTIONSROADWAY CROSS SLOPECURB RAMPGRADE(7.5% MAX.)ROADWAY GRADEDROP CURBBUFFER ZONEcCLEAR SPACE 4'-0"CURB RAMP CROSS SLOPE TRANSITIONCOUNTER SLOPE CONDITION 1A G2 - G1 REFER TO NOTE 22 ON SHEET 1 OF 9ALGEBRAIC DIFFERENCE BETWEEN ROADWAY CROSS SLOPEFOR CROSS SLOPE REQUIREMENTSAND CURB RAMP GRADE IS LESS THAN 12.5%.6'-0" MIN. AND15'-0" MAX. FROMTHE CENTERLINE OFTHE NEAREST RAIL24"(TYP.)PEDESTRIAN GATEWHERE PROVIDED (TYP.)SIDEWALKG1G2LOPEROADWAY CROSS SCURB RAMPGRADE(7.5% MAX.)DETECTABLE WARNINGS AT RAILROAD CROSSINGDROP CURB5'-0" MIN. / 10'-0" MAX.24" MIN. TRANSITION STRIP (MAX. GRADE 4.5%)SIDEWALK TRANSITIONSEE SHEET 3 OF 9FOR RAMP SIDE OPTIONSCLEAR SPACE 4'-0"COUNTER SLOPE CONDITION 2IF LESS THAN 6'-0",OMIT DETECTABLE WARNING SURFACES5'-0" MIN.A G2 - G1 RAMP,1.5% MAX. CROSS SLOPEALGEBRAIC DIFFERENCE BETWEEN ROADWAY SLOPEAND CURB RAMP GRADE IS GREATER THAN 12.5%.TRANSITION STRIP REQUIRED (MAX. GRADE 4.5%)TOEAD INRAGDRTRANSITION SIDEWALK SEGMENT ENDTO MATCH 1.5% MAX. CURB RAMP CROSS SLOPEEXISTINGSIDEWALKCROSSSLOPEBUFFER ZONETRANSITION SIDEWALK SEGMENT ENDTO MATCH EXISTING SIDEWALK CROSS SLOPEUSER lmontgomery44DATE/TIM E 08-M AR-2016 13:FILE NAM E DRAFT 608-0108.dgnEXISTING TRANSVERSE JOINTDETECTABLE WARNINGS ATTRANSITION BETWEEN CURB RAMPPEDESTRIAN REFUGE ISLANDSAND EXISTING SIDEWALKNON-ELEVATED CROSSINGUSE FOR CROSS SLOPE AND WIDTH TRANSITIONSU.S. CUSTOMARY STANDARD SHEETSIDEWALK AND CURB RAMP DETAILS(SHEET 8 OF 9)APPROVED MARCH 07, 2016ISSUED UNDER EB 16-012NOTE:/S/ RICHARD W. LEE, P.E.ALL NOTES REFERENCED ON THIS SHEET CAN BE FOUND ON STANDARD SHEET 608-01, SHEET 1 OF 9.DEPUTY CHIEF ENGINEER(DESIGN)608-01
PED. ACCESS ROUTE/BUFFER ZONEWIDTH VARIES(SEE NOTE 14)SIDEWALK WIDTHSLOPE TRANSITION4'-0" MIN.MATERIAL ANDWIDTH VARIES6" (TYP.)PED. ACCESS ROUTE/BUFFER ZONEWIDTH VARIES(SEE NOTE 14)SIDEWALK WIDTHSLOPE TRANSITION4'-0" MIN.MATERIAL ANDWIDTH VARIES6" (TYP.)VARIES (SEENOTE15)TIE INTO EXISTING GROUND6" (TYP.)6" (TYP.)EDGE OFROADWAYPROPOSED CURBTIE INTO EXISTING GROUNDEDGE OF1.5% MAX.ROADWAYSLOPEVARIES2'-0" MIN.ESRIE VASLOP1.5% MAX.15)NOTESEEES (IRAVFULL DEPTH SAWCUTMATCHEXISTINGEXISTING PAVEMENT6" MIN. SUBBASE, WHEREREQUIRED (SEE NOTE 10)SURFACE TYPE(SEE NOTE 14)4" CONCRETE SIDEWALK(6" AT DRIVEWAYS)6" MIN. SUBBASE, WHEREREQUIRED (SEE NOTE 10)6" MIN. SUBBASE, WHEREREQUIRED (SEE NOTE 10)2 - 3" LIFTS BASE COURSE HMA MIN.OR MATCH EXISTING PAVEMENT THICKNESS6" SUBBASE6" MIN. SUBBASE, WHEREREQUIRED (SEE NOTE 10)6" SUBBASETYPICAL SIDEWALK CROSS SECTIONNO CURB WITH BUFFER ZONEIN A FILL SECTION12" SUBBASE COURSEPAVEMENT RECONSTRUCTION OPTION A:HOT MIX ASPHALTTYPICAL SIDEWALK CROSS SECTIONNO CURB WITH BUFFER ZONEIN A CUT SECTIONBUFFER ZONESIDEWALK WIDTHWIDTH VARIES(SEE NOTE 14)4'-0" MIN.SEE NOTE 18CURB (TYPE VARIES)(SEE NYSDOT 609 SERIES STANDARD SHEETS)PED. ACCESS ROUTE/CURB (TYPE VARIES)(SEE 609 SERIES STANDARD SHEETS)1 " TOP COURSE HMA4" CONCRETE SIDEWALK(6" AT DRIVEWAYS)SURFACE TYPE(SEE NOTE 14)SLOPE TRANSITIONPED. ACCESS ROUTE/MATERIAL ANDWIDTH VARIESSIDEWALK WIDTHSLOPE TRANSITION4'-0" MIN.MATERIAL ANDTIE INTO EXISTING GROUNDWIDTH VARIES6" (TYP.)6" (TYP.)TIE INTO EXISTING GROUNDPROPOSED CURBVARIES6" (TYP.)15)NOTESEEES (VARIESRIE VASLOP1.5% MAX.ESLOPESVARI1.5% MAX.VARIESSURFACE TYPE1 " TOP COURSE HMAREQUIRED (SEE NOTE 10)6" MIN. PCC OR MATCH6" SUBBASE6" MIN. SUBBASE, WHEREREQUIRED (SEE NOTE 10)SEE PAVEMENT RECONSTRUCTIONOPTIONS A AND B ON THIS SHEET4" CONCRETE SIDEWALK(6" AT DRIVEWAYS)MATCHEXISTINGEXISTING PAVEMENTVARIES6" MIN. SUBBASE, WHERE6" SUBBASE(SEE NOTE 14)FULL DEPTH SAWCUT6" MIN. SUBBASE, WHEREEXISTING PAVEMENT THICKNESSREQUIRED (SEE NOTE 10)4" CONCRETE SIDEWALKSEE PAVEMENT RECONSTRUCTIONOPTIONS A AND B ON THIS SHEET6"12" SUBBASE COURSE(6" AT DRIVEWAYS)6"VARIESVARIESTYPICAL SIDEWALK CROSS SECTIONCURBED WITH BUFFER ZONEPAVEMENT RECONSTRUCTION OPTION B:PORTLAND CEMENT CONCRETETYPICAL SIDEWALK CROSS SECTIONCURBED WITHOUT BUFFER ZONESEE NOTE 186"21:X.MA6"4" SIDEWALK4"EXISTING CURB1:4 MAX.2'-0"1.5% MAX.2'-0"12"1.5% MAX.12"EXISTING ROADWAY4"6" SUBBASE6"USER lmontgomeryFILE NAM E DRAFT 608-0109.dgn51DATE/TIM E 08-M AR-2016 13:6" SUBBASEBACK OF CURB DETAILUSE IN CUT SECTIONS WITH LIMITEDRIGHT-OF-WAY OR STEEP SLOPESU.S. CUSTOMARY STANDARD SHEET6"BACK OF CURB DETAILUSE ON FILL SECTIONS WITHLIMITED RIGHT-OF-WAYSIDEWALK AND CURB RAMP DETAILS(SHEET 9 OF 9)APPROVED MARCH 07, 2016ISSUED UNDER EB 16-012NOTE:/S/ RICHARD W. LEE, P.E.ALL NOTES REFERENCED ON THIS SHEET CAN BE FOUND ON STANDARD SHEET 608-01, SHEET 1 OF 9.DEPUTY CHIEF ENGINEER(DESIGN)608-01
flush and free from abrupt vertical changes greater than ‚". vertical surface 6. joints between sidewalks, curb ramps, turning spaces and roadways shall be cross slopes are measured perpendicular to the direction of pedestrian travel. 5. grades (running slopes) are measured in the direction of pedestrian travel. 10' intervals. centerline.
