Public Transit Office Department of Transportation State of Florida

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7 / 2 8 / 2 0 1 7 5 : 1 9 : 2 0 P M TRANSIT FACILITIES GUIDELINES Department ofTransportation Public TransitOffice State ofFlorida STREETSIDE BUSSTOP LOCATIONS TRANSIT FACILITIESGUIDELINES

& DESIGN TYPES

SHEET CS NO. 7 / 2 8 / 2 0 1 7 5 : 1 9 : 4 8 P M FAR SIDEBUSFACILITYDECISIONTREE NEAR SIDEBUSBAYS/STOPS NEAR SIDEBUSBAYS/STOPS NEAR SIDEBUSBAYSWITHRIGHTTURNLANE NEAR SIDEBUSBAYSWITHONSTREETPARKING NEAR SIDEBUSSTOPS NEAR SIDEBUSFACILITYDECISIONTREE CLOSED BUSBAYLAYOUTRURAL/SHOULDER CLOSED BUSBAYLAYOUTURBAN/CURB&GUTTER BUS SHELTERDETAILS BUS STOPLANDINGPADSANDSIGNAGE BUS STOPLOCATIONRELATIVETORAILROADCROSSING BUS STOPLOCATIONRELATIVETOACCESSPOINTS STREETSIDE COMBINATIONBUSSTOPLOCATIONS STREETSIDE BUSSTOPLOCATIONS&DESIGNTYPES BUS-ON-SHOULDER OPERATIONSUNITERUPTED FLOWHIGHWAY EXCLUSIVE BUSWAY BUSWAY MID-BLOCK CONTRA-FLOW BUSLANESMID-BLOCK CONCURRENT FLOWBUSLANESMID-BLOCK OFF STREETHALFSAWTOOTHBUSBAY BOARDING ANDALIGHTINGAREADETAIL BOARDING ANDALIGHTINGAREADETAIL MID-BLOCK ISOLATEDBUSSTOPLOCATIONADJACENT TOCANAL FAR SIDEISOLATEDBUSSTOPLOCATIONADJACENT TOCANAL NEAR SIDEISOLATEDBUSSTOPLOCATIONADJACENTTOCANAL MID-BLOCK BUSSTOPLOCATIONADJACENTTOCANAL FAR SIDEBUSSTOPLOCATIONADJACENTTOCANAL NEAR SIDEBUSSTOPLOCATIONADJACENTTOCANAL MID-BLOCK BUSBAYS/STOPS MID-BLOCK BUSSTOPS MID-BLOCK BUSBAYS/STOPS MID-BLOCK BUSBAYS/STOPS MID-BLOCK BUSSTOPSWITHONSTREETPARKING MID-BLOCK DETAILS MID-BLOCK BUSFACILITYDECISIONTREE FAR SIDEBUSBAYS/STOPS FAR SIDEBUSBAYS FAR SIDENUB/BULBWITHONSTREETPARKING FAR SIDECLOSEDBUSBAYSWITHRIGHTTURNLANE FAR SIDEBUSBAYSWITHRIGHTTURNLANE TABLE OFCONTENTS TRANSIT FACILITIES GUIDELINES

41 of 40 of41 39 of41 38 of41 37 of41 36 of41 35 of41 34 of41 33 of41 32 of41 31 of41 30 of41 29 of41 28 of41 27 of41 26 of41 25 of41 24 of41 23 of41 22 of41 21 of41 20 of41 19 of41 18 of41 17 of41 16 of41 15 of41 14 of41 13 of41 12 of41 11 of41 10 of41 9 of41 8 of41 7 of41 6 of41 5 of41 4 of41 3 of41 2 of41 1 of41

SHEET TC NO. $ D A T E $ $ T I M E $

STREETSIDE BUSFACILITYGENERALGUIDELINES 3. CLOSEDBUSBAYSAREGENERALLY PREFERREDOVEROPEN 2. BUSBAYSAREGENERALLYPREFERREDOVERCURBSIDE 1. FARSIDEBUSSTOPSANDBAYSAREGENERALLY BUS BAYS BUS STOPSINTRAVELLANES PREFERRED OVERNEARSIDESTOPSANDBAYS - EXCEPTIONWOULDBEATAPHYSICALLY CONSTRAINED - WHEREPLACEDDOWNSTREAMFROMATRAFFICSIGNAL - WHERETHEREISSIGNIFICANTBUSANDPASSENGER - PARTICULARLYFORARTERIALDESIGNSPEEDS - EXCEPTIONISATTWO-LANEROADWAYSWHERE SITE. VOLUMES AND GREATER THANOREQUALTO40MPHAND BUS STOPPEDATACURBSIDESTOP VEHICLES ARERESTRICTEDFROMGOINGAROUNDTHE STREETSIDE BUSSTOPLOCATIONS BUS STOP AREA NEAR SIDEBUSSTOP MID-BLOCK BUSSTOP FAR SIDEBUSSTOP BUS STOP AREA BUS STOP AREA ON-STREET PARKING TRANSIT FACILITIES GUIDELINES

STREETSIDE BUSDESIGNTYPES RIGHT TURNLANEBUSBAY CURBSIDE BUSSTOP BUS STOP BUS NUB/BULBOR CURB EXTENSION CLOSED BUSBAY AREA BUS STOP OPEN BUSBAY (NEAR SIDE) (FAR SIDE) (FAR SIDE) AREA FAR SIDE FAR SIDE BUS STOP AREA BUS STOP BUS STOP AREA AREA PARKING ON-STREET

1 SHEET of NO. 41 $ D A T E $ $ T I M E $ NEAR SIDEBUSSTOP FAR SIDEMID-BLOCKBUSSTOP FAR SIDEMID-BLOCKBUSSTOP

NEAR SIDEBUSSTOP N E A R S D E B U S S T O P I FAR SIDEBUSSTOP STREETSIDE COMBINATION BUSSTOPLOCATIONS NEAR SIDEBUSSTOP FAR SIDEBUSSTOP NEAR SIDEBUSSTOP FAR SIDEBUSSTOP TRANSIT FACILITIES GUIDELINES

FAR SIDEBUSSTOP FAR SIDEBUSSTOP

N E A R S I D E B U S S T O P

N E A R S I D E B U S S T O P FAR SIDEBUSSTOP FAR SIDEBUSSTOP 2

SHEET of NO. 41 $ D A T E $ $ T I M E $ OF TRANSIT DIRECTION STRUCTURE DRAINAGE STOP BUS ACCEPTABLE BUSSTOP/DRIVEWAYARRANGEMENTS MIN. 20' NEAR SIDEBUSSTOP 40' SB 40' SB MIN. MAJOR INTERSECTION-SIGNALIZED 5' MIN. 15' A VEHICLES. FOR LEFTTURNING ARE STILLPRESENT SIGHT RESTRICTIONS OF THEMOVEMENTS, ENHANCED FORMANY WHILE VISIBILITYIS FIRE HYDRANT STOP BUS FAR SIDEBUSSTOP MIN. 5' B DRIVEWAY BUSSTOPLOCATIONGUIDELINES 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. SB LEGEND SHOULD BEEVALUATED. DOWNSTREAM TOTHENEXTPARCEL CORNER PARCEL,MOVINGTHESTOP FOR ANUNACCEPTABLECONDITIONATA IS LOADINGORUNLOADINGPASSENGERS. ACCESSING THEDEVELOPMENTWHILEABUS ENTRANCE DRIVEWAYOPENFORVEHICLES ATTEMPT TOKEEPATLEASTONEEXITAND OUTSIDE THEDRIVEWAY. BOARDING ANDALIGHTINGAREAISLOCATED LOCATE THESTOPSOTHATFRONTDOOR RATHER THANFROMTHEDRIVEWAY. OR ALIGHTDIRECTLYFROMTHECURB LOCATE THESTOPSOTHATPATRONSBOARD THE MIDDLEOFADRIVEWAY. ARE NOTFORCEDTOWAITFORABUSIN LOCATE THESTOPSOTHATPASSENGERS VEHICLE/BUS CONFLICTS. LEAVING THEDEVELOPMENTANDTOMINIMIZE VISIBILITY FORVEHICLESENTERINGOR LOCATE THESTOPTOALLOWAPPROPRIATE TRAVEL LANE.UPSTREAMBAYSAREACCEPTABLE. AVOID UPSTREAM(NEARSIDE)STOPSINTHE (FAR SIDE)FROMTHEDRIVEWAYASFEASIBLE. LOCATE THESTOPASFARDOWNSTREAM CANNOT BEAVOIDED: CONFLICTS. HOWEVER,IFTHESITUATION AVOID SIGHTDISTANCEANDOTHER THE AREAOFINFLUENCEADRIVEWAYTO BUS STOPSSHOULDNOTBELOCATEDWITHIN OF ALOTWITHSINGLEDRIVEWAY AVOID BUSSTOPSTHATBLOCKTHEDRIVEWAY STANDARD BUS FIRE HYDRANT BUS STOP OF TRANSIT DIRECTION STRUCTURE DRAINAGE MIN. 20' NEAR SIDEBUSSTOP MINOR INTERSECTION-UNSIGNALIZED 40' SB C MIN. TRANSIT FACILITIES GUIDELINES 15' INTERSECTION) INTERSECTION) INTERSECTION) INTERSECTION) DIMENSION D DIMENSION B DIMENSION A DIMENSION C (NEAR SIDE (NEAR SIDE VARIABLES (FAR SIDE (FAR SIDE NOTE: *** ** * MAJOR MAJOR MINOR MINOR PC STOP BUS

HYDRANT FIRE ALONG ASTATEROADFACILITY WHEREON-STREETPARKINGDOESNOTEXIST. THIS TABLEISPREPAREDASA GUIDELINEFORTHELOCATIONOFBUSSTOPS THIS ARRANGEMENTISREFERRED TOASANOPENBUSBAY. THIS COMBINATIONOFBUSBAYS ISREFERREDTOASAQUEUEBYPASSBUSBAY. IF NECESSARY,12'MINIMUMDIMENSION ISREQUIRED. PT OF SIGHTTRIANGLE LOCATED OUTSIDE ARTICULATED BUS) ARTICULATED BUS) RECOMMENDED * FAR SIDEBUSSTOP UNLESS 2-LANE RECOMMENDED * STANDARD BUS STANDARD BUS NO TURNLANES UNLESS 2-LANE ROADWAY OR IN DIRECTION (65' FORAN (65' FORAN OF TRANSIT MIN. 45' FORA 45' FORA 12' ROADWAY NOT NOT INTERSECTION BUSSTOPLOCATIONCRITERIA

D UNLESS 2-LANEROADWAY AND LOCATEDOUTSIDE TAPER FORTURNBAY TAPER ASFEASIBLE AS CLOSETOENTRY OF SIGHTTRIANGLE NOT RECOMMENDED RIGHT TURNLANE ARTICULATED BUS) ARTICULATED BUS) ON NEARSIDEIN 10' BEFOREENTRY STANDARD BUS STANDARD BUS DIRECTION OF 100' IFDROP (65' FORAN (65' FORAN 45' FORA 45' FORA TRANSIT LANE

7. 6. 5. 4. 3. 2. 1. GENERAL NOTES RIGHT OFWAYALLOWS. SHOULD BECONSIDEREDFORBUSBAYTYPEDESIGNSIF DECELERATION/ACCELERATION LANEREQUIREMENTS EACH ADDITIONALARTICULATEDBUS. ADD 50'FOREACHADDITIONALSTANDARDBUSAND70' FOR ONEBUSATATIME.IFMORETHANISEXPECTED, ALL BUSBAYDRAWINGSREPRESENTASTOPWITHSPACE STOP PADANDSIGNAGEDETAILS. FOR BOARDINGANDALIGHTINGAREAREQUIREMENTSSEEBUS STOP AREA.(REFERENCEPLANSPREPARATIONMANUAL). LEVEL IS1.0HORIZONTALFOOTCANDLEFORTHEENTIREBUS OF THEBUSSTOP.RECOMMENDEDMINIMUMILLUMINATION PROVIDED ONSIDEWALKSATALLTIMESINTHEVICINITY ROADWAY LIGHTPOLE.A4'CLEARTRAVELPATHMUSTBE WHEN POSSIBLE,PROVIDEBUSSTOPATANEXISTING SPACE. MORE AWAYFROMAFIREHYDRANTORDISABLEDPARKING FROM THEEDGEOFADRAINAGESTRUCTURE,AND15'OR SIDEWALK) SHALLBESITUATEDTO20'ORMOREAWAY ALL BUSSTOPSINURBANAREAS(CURB&GUTTERAND CURB &GUTTERISPRESENTANDNOTINADRIVEWAY. BOARD ANDALIGHTATALOCATIONWHEREFULLHEIGHT SIDEWALK) SHALLBESITUATEDSOTHATPASSENGERS ALL BUSSTOPSINURBANAREAS(CURB&GUTTERAND ENGINEERING JUDGEMENTFORSAFETY. ALL LOCATIONFACTORSINTOACCOUNTANDBEBASEDON GUIDELINES. ACTUALBUSSTOPPLACEMENTSHOULDTAKE THESE BUSSTOPCONFIGURATIONSAREPROVIDEDAS FAR SIDEINDIRECTION RIGHT TURNLANEON NOT RECOMMENDED AUXILIARY LANEON NEAR SIDEAND UNLESS 2-LANE OF TRANSIT** ROADWAY 110' ** N/A N/A ARTICULATED BUS)*** DIRECTION OFTRANSIT 45' FORASTANDARD NOT RECOMMENDED* AUXILIARY LANEON BUS (65'FORAN UNLESS 2-LANE FAR SIDEIN ROADWAY N/A N/A *** 3

SHEET of NO. 41 $ D A T E $ $ T I M E $ 60' ARTICULATEDBUSNEARSIDESTOP EDGE OFTRAVELLANE 40' STANDARDBUS ALIGHTING AREA BOARDING AND 5'x8' (MIN.) DESIGN SPEED (MPH) 65 55 45 35 25 70 60 50 40 30 NEAR SIDEBUSSTOP

SIGHT DISTANCE(SSD) PLACEMENT * AASHTOSTOPPING

(FT) 645 495 425 305 155 730 570 360 250 200 8 ' BUS STOPSIGN SIDEWALK

* SSD MIN. DELAYSATEACHCROSSING. SPECIFICDESIGNCONDITIONS, TRAFFICPROJECTIONS,ANDEXPECTEDBUSSTOP DURINGA60SECONDPERIOD BUSSTOP.DIMENSIONSHOULDBEVERIFIEDBASEDON THE ** MINVALUECALCULATEDBASEDONACCOMMODATINGTHE QUEUETHATWOULDDEVELOP * 5. 4. 3. 2. 1. URBAN BUSSTOPNEARAT-GRADERAILROADCROSSING SPECIFIC DESIGNCONDITIONSOFEACHCROSSING. TO RAILROADCROSSING.DIMENSIONSHOULDBEVERIFIEDBASED ONTHE MIN VALUECALCULATEDBASEDONPROVIDINGAPPROPRIATE STOPPINGSIGHTDISTANCE FOR BOARDINGANDALIGHTINGAREAREQUIREMENTSSEESHEET 5. (PER FLORIDASTATUTE316.1945(1)) FOR NEARSIDEORFARBUSBAYS,PROVIDEAMINIMUM OF50FTTOTHENEARESTRAILLINE. SEE INDEX17346AND17882FORRAILROADMARKINGSIGN DETAILSNOTSHOWNHERE. SIGNS ARENOTOBSTRUCTEDBYASTOPPEDBUS. NEAR SIDEBUSSTOPSSHALLBELOCATEDSOTHATRAILROAD WARNING CROSSING TOAVOIDCREATINGAQUEUETHATWOULDCONFLICTWITHTHECROSSING. WHEN POSSIBLEITISRECOMMENDEDTOPLACEBUSSTOPSONTHENEARSIDEOFARAILROAD GENERAL NOTES TRANSIT FACILITIES GUIDELINES SIDEWALK

** 450' MIN. CONTROL DEVICE(TYP.) RAILROAD TRAFFIC STOP BAR 60' ARTICULATEDBUSFARSIDESTOP EDGE OFTRAVELLANE 40' STANDARDBUS ALIGHTING AREA BOARDING AND 5'x8' (MIN.)

8 BUS STOPSIGN ' 4

SHEET of NO. 41 $ D A T E $ $ T I M E $ STRIP GRASS VARIES URBAN/CURB &GUTTERCONDITIONWITHGRASSSTRIP POTENTIAL BICYCLE ALIGHTING AREA BOARDING AND PARKING PAD EXTENSION

SIDEWALK CURB &GUTTER BUS STOPPADANDSIGNAGE

17' DESIRABLE SEE SHEET6FORBUSSHELTERDETAILS. LOCATION MUSTMEETCLEARZONEREQUIREMENTS. PROVIDED AROUNDTHESHELTER.SHELTER 5' SIDEWALKGIVENTHATA4'CLEARTRAVELPATHIS OTHERWISE BUSSHELTERMAYBELOCATEDONTHE OPTIONAL AREA(WHERER.O.W.PERMITS)FORBUSSHELTER. 0 . 0 2 M A X 8' MIN. MIN. 5' 8 ' M I N . (PAVED/UNPAVED) SHOULDER 1 : 6 5 ' M I N . S I D E W A L K SEE NOTE1 BUS STOPPAD RECOMMENDED 1:4 FOR BUSSHELTER 9' DESIRABLE VARIES 0 0 2 . MIN. 17' M A X 5' 1 : 4 . EDGE OFPAVEMENT A A

S E E SEE NOTE4 TO EDGEOFSIGN FROM FACEOFCURB 2' MIN.,8'MAXCLEAR 1:4 N O T E 1 SHELTER PAD CONCRETE 9 1 ' ' EDGE OFTRAVELLANE UNPAVED SHOULDERCONDITION CONCRETE SIDEWALKFOR 1 : 6 2. 1. 4. 3. PROVIDED UNLESSR.O.W.DOESNOTALLOW. BOARDING ANDALIGHTINGAREAMINIMUMDIMENSIONSARETOBE THE BUSSTOP. ADDITIONAL BUSEXPECTEDTOSIMULTANEOUSLYSTOPAT AN ADDITIONAL50'LENGTHISRECOMMENDEDFOREACH THE BUSSTOPADJACENTTOCURB&GUTTER. (40' STANDARDBUS-60'ARTICULATEDBUS)OF CONCRETE PADALONGTHEENTIRELENGTH IF PERMITTEDBYR.O.W.,PROVIDEACONTINUOUS8'WIDE SIDEWALK. FORSIGNDETAILSSEEINDEX11860. MINIMUM CLEARANCEOF48"ISPROVIDEDONTHE BUS STOPPANELMUSTBELOCATEDSUCHTHATA COORDINATION WITHTHELOCALTRANSITAGENCY. UPSTREAM SIDEOFTHEBUSSHELTERPADBASEDON A BICYCLEPARKINGAREASHOULDBEPROVIDEDONTHE RURAL/SHOULDER CONDITION BUS STOPPADAND SIGNAGE LANES TRAVEL GENERAL NOTES SHOULDER SECTION A-A MAX. 0.02 1 6 1' CONCRETE SHELTERPAD TRANSIT FACILITIES GUIDELINES 1 BUS SHELTER.OTHERWISESHELTERMAYBE 4 THE SHELTER.SHELTERLOCATIONMUST 4' CLEARTRAVELPATHISPROVIDEDAROUND OPTIONAL AREA(WHERER.O.W.PERMITS)FOR LOCATED ONTHESIDEWALKGIVENTHATA SEE SHEET6FORBUSSHELTERDETAILS.

FOR BUSSHELTER CURB &GUTTER MEET CLEARZONEREQUIREMENTS. 9' DESIRABLE URBAN/CURB &GUTTERCONDITIONWITHOUTGRASSSTRIP VARIES 4. 3. 2. 1. ADJUST DESIGNTOLOCALCONDITIONS. SLOPES AREREPRESENTATIVEANDVARYWITHLOCATION. LOCAL TRANSITAGENCY. ON LOCALCONDITIONS.COORDINATIONISREQUIREDWITHTHE SIZE OFTHEBUSSHELTERPADISADJUSTABLEDEPENDING CLEAR ZONE. THE CONCRETEPADSHOULDBELOCATEDOUTSIDE PAD FORASHELTER. WHERE POSSIBLEITISDESIRABLETOBUILDACONCRETE SHOULD BELOCATEDOUTSIDETHECLEARZONEOFROAD; FOR ABUSSTOPINRURALCONDITIONS,THESIGN

POTENTIAL BICYCLE 6 ' M I N . PARKING PAD GENERAL NOTES EXTENSION BUS STOPPADANDSIGNAGE SIDEWALK 17' DESIRABLE

8' MIN. 0 . 0 2 M A X SEE NOTE1 BUS STOPPAD RECOMMENDED MIN. 8 ' 5' M I N . FDOT PLANSPREPARATIONMANUAL REFER TOTHELATESTEDITION OFTHE FOR MINIMUMWIDTHOFCLEAR ZONE, LIGHTING AREA BOARDING AND EDGE OFPAVEMENT

6 ' M I N . 5

SHEET of NO. 41 $ D A T E $ $ T I M E $ 30"X48" WHEELCHAIR

SPACE

1 8 P 7 ' 0 ' '

5 '

SHELTER PAD '

30"X48" WHEELCHAIR Y

P 1 0 ' BUS BENCH 14'

(2500 PSF)TYP. ON WELLCOMPACTEDFILL ON VISQUEENMEMBRANEAND TWO LAYERSOF6"X6"W.W.M. 8'X14'X6" CONCRETESLABWITH 6 " MEDIUM TYPICAL SHELTERS LARGE TYPICALSHELTERS SPACE 5 ' 6 " 6 ' 7 ' M I N 3 1 0 ' 7 ' SHELTER PAD ' M A X M I N BUS BENCH 1 0 ' 14' M A X 6 " 5 '

6 "

1 P

7 I

' P 1 ' 7 0 ' '

(2500 PSF)TYP. ON WELLCOMPACTEDFILL ON VISQUEENMEMBRANEAND TWO LAYERSOF6"X6"W.W.M. 5'X14'X6" CONCRETESLABWITH M

N 4 '

3 ' 7 ' M I N 1 0 ' M A X

6 6 ' ' 7 ' 7 ' M I N M I N 1 0 ' 1 0 ' M A X M A X MINIMUM CLEARANCESFORSHELTERS MIN. 5' REAR SIDEWALK TRANSIT FACILITIES GUIDELINES 7. 6. 5. 4. 3. 2. 1.

' STRUCTURAL ANDFOUNDATIONDESIGNTOBEASPERALLAPPLICABLEFLORIDABUILDINGCODES. UTILITY POLE. BUS SHELTERSSHALLBELOCATEDATLEAST15FT(DESIRABLE)AND7(MINIMUM)FROMTHENEAREST BICYCLE RACKSSHALLBELOCATEDSOASNOTTOBLOCKTHEVIEWOFWAITINGPASSENGERS. A CLEARAREAOF2FTMINIMUMSHOULDBEPROVIDEDBEHINDSHELTERFORMAINTENANCE. TRANSIT AGENCY. BICYCLE RACKSSHALLBECONSIDEREDASPARTOFTHESHELTERBASEDONCOORDINATIONWITH BUS SHELTERSSHALLNOTBELOCATEDWITHIN15FTOFAFIREHYDRANTORDISABLEDPARKINGSPACE. BUS SHELTERSSHALLBELOCATEDAMINIMUMOF12FT URBAN CONDITION 4'X14'X6" CONCRETESLABWITH ON VISQUEENMEMBRANEAND

TWO LAYERSOF6"X6"W.W.M.

Y BENCH

ON WELLCOMPACTEDFILL P 1 0 ' MIN. 5' MIN. 3.5' (2500 PSF)TYP. FRONT SIDEWALK 7 ' M I N . SMALL TYPICALSHELTERS GENERAL NOTES 7 1 '- ' 6 " M I N 1 0 ' M A X

6 " SHELTER PAD

14' 4 '

FROM THEINTERSECTIONPOINTOFCURVE/TANGENT.

P 1 0 '

4 '

M I N . BENCH DIMENSIONS

7 X

4 "

1 - 7 ' 6 ' " M I N 1 0 ' M A X PROVIDE RIBBING 6

SHEET 8 M " 4 4 " of NO. A X M A X 41 $ D A T E $ $ T I M E $ ROADWAY PAVEMENT VALLEY GUTTER OR DROPCURB URBAN/CURB &GUTTER CONDITION R 20' R 20' WITH CONCRETE PAVEMENT 0.02 BUS STOPSIGN. TYPICAL BUSBAY (SEE NOTE7) 12' (DESIRABLE) SECTION A-A (SEE NOTES) 9.5' (MIN.) 0.02 SDWK. 0.02 CONCRETE SIDEWALK 8' 60' (MIN.)ENTRANCETAPER

CONCRETE SIDEWALK 6 60' (MIN.)ENTRANCETAPER CONCRETE SLAB 80' (DESIRABLE) PAD TYPE DCURB SIDEWALK 0.02 8' 6 80' (DESIRABLE) SHELTER PAD 1' (MIN) 5'X8' (MIN)BOARDINGAND R/W LINE EXISTING GROUND 2:1 ALIGHTING AREA(TYP) 5'X8' (MIN)BOARDINGAND CLOSED BUSBAYLAYOUTURBAN/CURBANDGUTTERPLAN VALLEY GUTTER OR DROPCURB ALIGHTING AREA(TYP) CLOSED BUSBAYLAYOUTURBAN/CURB ANDGUTTERPLAN VALLEY GUTTER OR DROPCURB (SEE NOTE2) (SEE NOTE2) 8' X14'SHELTERPAD

45° (TYP.) ASPHALT PAVEMENTOPTION CONCRETE SLABOPTION 70' FORARTICULATEDBUSSTOPPINGAREA 8' X14'SHELTERPAD 45° (TYP.) 2 % 70' FORARTICULATEDBUSSTOPPINGAREA 2 % SEE SHEET6 5' (TYP.) (DESIRABLE) 50' FORSTANDARDBUS SEE SHEET6 CONCRETE SLAB 5' (TYP.) (DESIRABLE) 50' FORSTANDARDBUS (SEE NOTE1) ASPHALT PVMT. (SEE NOTE1)

8 ' 8 '

14' 8 '

14' 8 ' A A B B (SEE NOTE2) ALIGHTING AREA(TYP) 5'X8' (MIN)BOARDINGAND BUS STOPSIGN (SEE NOTE2) ALIGHTING AREA(TYP) 5'X8' (MIN)BOARDINGAND BUS STOPSIGN TRANSIT FACILITIES GUIDELINES EXIT TAPER

ROADWAY PAVEMENT EXIT TAPER 2 ' M I N . 60' 60' 2 ' M I N . TYPE DCURB VALLEY GUTTER OR DROPCURB AND GUTTER TYPE FCURB URBAN/CURB &GUTTER CONDITION WITH ASPHALT PAVEMENT 0.02 BUS STOPSIGN. TYPICAL BUSBAY (SEE NOTE7) 12' (DESIRABLE) (SEE NOTES) 9.5' (MIN.) SECTION B-B 0.02 R 5' R 5' SDWK. 0.02 CURB ANDGUTTER TYPE F 8' CURB ANDGUTTER TYPE F ASPHALT PAD TYPE FCURBANDGUTTER 0.02 8' SIDEWALK SHELTER PAD 1' (MIN) LOCATEDWITHINTHEBUSBAY. 8. DRAINAGESTRUCTURESARENOTTOBE THESIDEWALK.FORSIGNDETAILS CLEARANCEOF36"ISPROVIDEDON LOCATEDSUCHTHATAMINIMUM 7.BUSSTOPSIGNPANELMUSTBE PERTHEMUTCD. SIGNALIZATIONMAYBEPROVIDEDAS GREATERTHAN300FEET. TOTHENEXTINTERSECTIONIS ACTIVITYCENTERORTHEDISTANCE ISAMAJORTRANSITORIENTED USEDINLOCATIONSWHERETHERE 6.AMID-BLOCKCROSSWALKCANBE STANDARDS. FDOTROADWAYANDTRAFFICDESIGN PERTHELATESTVERSIONOF 5.ALLCONCRETEJOINTSSHALLBEAS DETAILS,REFERTOSHEET6. 4.FORSHELTERANDPAD DETAILS,SEEINDEX300. 3.FORCURB&GUTTERTRANSITION ABOARDINGANDALIGHTINGAREA EXTENDTHESIDEWALKTOPROVIDE 2.WHENNOBUSSHELTERISUSED, EACH60-FOOTARTICULATEDBUS FOREACH40-FOOTBUSAND70' INCREASELENGTHOFBUSBAYBY50' 1.DIMENSIONSSHOWNAREFORONEBUS. EXISTING GROUND 2:1 R/W LINE SEE INDEX11860. 8' ANDAMINIMUMCLEARWIDTHOF5'. WITH AMINIMUMCLEARLENGTHOF SIMULTANEOUSLY. EXPECTED TOBEATTHESTOP GENERAL NOTES

7 SHEET of NO. 41 $ D A T E $ $ T I M E $ PAVEMENT ROADWAY R 20' RURAL/SHOULDER CONDITION WITH CONCRETE PAVEMENT 18.5' (DESIRABLE) TYPICAL BUSBAY BUS STOPSIGN. (SEE NOTES) (SEE NOTE6) SECTION C-C 16' (MIN.) 0.02 SDWK. 0.02 8' 60' (MIN.)ENTRANCETAPER

CONCRETE SLAB 60' (MIN.)ENTRANCETAPER P 80' (DESIRABLE) TYPE DCURB

PAD SIDEWALK A

0.02

8' P V

80' (DESIRABLE)

SHELTER PAD

D S

2' (MIN.) O

O L

5'X8' (MIN)BOARDINGAND

U D

R/W LINE

L E

EXISTING GROUND

2:1 R

E ALIGHTING AREA(TYP) R CURB TRANSITION 5'X8' (MIN)BOARDINGAND CURB TRANSITION ALIGHTING AREA(TYP) (SEE NOTE2) CLOSED BUSBAYLAYOUTRURAL/SHOULDERPLAN CLOSED BUSBAYLAYOUTRURAL/SHOULDER PLAN (SEE NOTE2) 8' X14'SHELTERPAD ASPHALT PAVEMENTOPTION CONCRETE SLABOPTION 70' FORARTICULATEDBUSSTOPPINGAREA 8' X14'SHELTERPAD 2 % 70' FORARTICULATEDBUSSTOPPINGAREA

2 % SEE SHEET6 (DESIRABLE) 5' (TYP.) 50' FORSTANDARDBUS SEE SHEET6 TYPE DCURB CONCRETE SLAB (DESIRABLE) 5' (TYP.) 50' FORSTANDARDBUS (SEE NOTE1) TYPE FCURB AND GUTTER ASPHALT PVMT. (SEE NOTE1) 8 '

8 '

14' 8 '

14' 8 ' C C D 5' D 5' BUS STOPSIGN (SEE NOTE2) ALIGHTING AREA(TYP) 5'X8' (MIN.)BOARDINGAND BUS STOPSIGN (SEE NOTE2) ALIGHTING AREA(TYP) 5'X8' (MIN.)BOARDINGAND TRANSIT FACILITIES GUIDELINES

P A V ROADWAY PAVEMENT E EXIT TAPER

D P A S V EXIT TAPER H 60' E O D U L

60' S D H E O R U L D E R

2 M N RURAL/SHOULDER CONDITION ' I . WITH ASPHALT PAVEMENT BUS STOPSIGN. 17' (DESIRABLE) (SEE NOTES) TYPICAL BUSBAY (SEE NOTE6) 14.5' (MIN.) SECTION D-D 0.02 R 5' PAVEMENT EDGE OF SDWK. 0.02 8' PAVEMENT EDGE OF ASPHALT TYPE FCURBANDGUTTER SIDEWALK PAD 0.02 8' SHELTER PAD 2' (MIN.) 8. BUSBAYSIDEWALKSHOULDBE LOCATEDWITHINTHEBUSBAY. 7. DRAINAGESTRUCTURESARENOTTOBE THESIDEWALK.FORSIGNDETAILS CLEARANCEOF36"ISPROVIDEDON LOCATEDSUCHTHATAMINIMUM 6. STANDARDS. FDOTROADWAYANDTRAFFICDESIGN PERTHELATESTVERSIONOF 5. ALLCONCRETEJOINTSSHALLBEAS DETAILS,REFERTOSHEET6. 4. FORSHELTERANDPAD DETAILS,SEEINDEX300. 3. FORCURB&GUTTERTRANSITION MINIMUMCLEARWIDTHOF5'.ITIS AMINIMUMCLEARLENGTHOF8'AND ABOARDINGANDALIGHTINGAREAWITH EXTENDTHESIDEWALKTOPROVIDE 2. WHENNOBUSSHELTERISUSED, EACH60-FOOTARTICULATEDBUS FOREACH40-FOOTBUSAND70' INCREASELENGTHOFBUSBAYBY50' 1. DIMENSIONSSHOWNAREFORONEBUS. EXISTING GROUND 2:1 ACCESIBLE TOSHOULDER. CONNECTED TOEXISTINGSIDEWALKOR SEE INDEX11860. BUS STOPSIGNPANELMUSTBE SERVED. CONNECTION TOLOCATIONBEING DESIRABLE TOPROVIDE8FT.SIDEWALK SIMULTANEOUSLY. EXPECTED TOBEATTHESTOP R/W LINE GENERAL NOTES 8

SHEET of NO. 41 $ D A T E $ $ T I M E $ NEAR SIDE NO RIGHTTURNLANE WITH RIGHTTURNLANE LANE DROP WITH RIGHTTURN WITHOUT ON-STREETPARKING WITH ON-STREETPARKING WITHOUT ON-STREETPARKING WITHOUT ON-STREETPARKING WITH ON-STREETPARKING NEAR SIDEBUSFACILITY DECISION TREE BUS BAY BUS STOP BUS BAY BUS NUB/BULB BUS BAY BUS BAY BUS NUB/BULB BUS BAY TRANSIT FACILITIES GUIDELINES

BICYCLE LANE BICYCLE LANE BICYCLE LANE BICYCLE LANE BICYCLE LANE BICYCLE LANE BICYCLE LANE BICYCLE LANE (N-8) (N-7) (N-6) (N-5) (N-4) SHARE LANE SHARE TAPER PRECEDING SHARE LANE SHARE TAPER PRECEDING PRECEDING (N-X) LEGEND - DETAILDRAWING (N-3C) (N-3B) (N-3A) (N-2C) (N-2B) (N-2A) (N-1) 9

SHEET of NO. 41 $ D A T E $ $ T I M E $ 4. 3. 2. 1. TYPICAL APPLICATION RIGHT TURNLANEREQUIRED. ON STREETPARALLELPARKING. AND/OR PASSENGERS. AREAS WITHHIGHVOLUMEOFVEHICLES URBAN AREAWHEREPARKINGISCRITICAL. ON-STREET PARKING TAPER

60' ARTICULATEDBUS 40' STANDARDBUS

8 ALIGHTING AREA BOARDING AND 5'x8' (MIN.) BUS STOPSIGN ENTRY TAPER

NEAR SIDENUB/BULBWITHONSTREET PARKING PRECEDINGRIGHTTURNLANE N-1 OF TRAFFIC DIRECTION QUEUE LENGTHANDBRAKINGDISTANCE TRANSIT FACILITIES GUIDELINES CONC. SIDEWALK (SEE NOTE3)

1. CONDITIONS ARTERIAL DESIGNSPEED≤40MPH. 4. 3. 2. 1. GENERAL NOTES AND 17347. FOR PAVEMENTMARKINGSSEEINDEX17346 SEE INDEX301. FIGURE 3-13.FORTURNLANEDETAILS QUEUE IS100FEETPERGREENBOOK ASSUMPTION DESIGNSPEEDFOR40MPH AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY BUS STOPAREASHOWNFORONEBUS.

10 SHEET of NO. 41 $ D A T E $ $ T I M E $ ON-STREET PARKING 3. 2. 1. 3. 2. 1. 3. 2. 1. TYPICAL APPLICATION TYPICAL APPLICATION TYPICAL APPLICATION ON-STREET RIGHT TURNLANEREQUIRED. ON STREETPARALLELPARKING. AND/OR PASSENGERS. AREAS WITHHIGHVOLUMEOF VEHICLES RIGHT TURNLANEREQUIRED. ON STREETPARALLELPARKING. AND/OR PASSENGERS. AREAS WITHHIGHVOLUMEOFVEHICLES RIGHT TURNLANEREQUIRED. ON STREETPARALLELPARKING. AND/OR PASSENGERS. AREAS WITHHIGHVOLUMEOFVEHICLES PARKING NO PARKING 60' (MIN.) ON-STREET NO PARKING 60' (MIN.) PARKING ALIGHTING AREA BOARDING AND 5'x8' (MIN.) 100' ALIGHTING AREA NO PARKING BOARDING AND ALIGHTING AREA 60' (MIN.) BOARDING AND 5'x8' (MIN.) 5'x8' (MIN.) 100' PRECEDING RIGHTTURNLANEWITHSHAREDTAPER 60' ARTICULATEDBUS 40' STANDARDBUS NEAR SIDEBUSBAYWITHONSTREETPARKING 8 ' BUS STOPSIGN PARKING SHAREDWITH RIGHTTURNLANE EXIT TAPER PARKING PRECEDINGRIGHTTURNLANE NEAR SIDEBUSBAYWITHONSTREET NEAR SIDEBUSBAY WITH ONSTREET 60'

8 ' BUS STOPSIGN 8 ' BUS STOPSIGN TAPER DESIRABLE 60' 10' MIN. TAPER N-2C 25' N-2A N-2B 60' ENTRY TAPER

TRANSIT FACILITIES GUIDELINES OF TRAFFIC DIRECTION QUEUE LENGTH OF TRAFFIC DIRECTION

(SEE NOTE4) CONC. SIDEWALK QUEUE LENGTHANDBRAKINGDISTANCE 2. 1. CONDITIONS CONC. SIDEWALK MINIMUM DESIGNFORCONSTRAINED SITES. ARTERIAL DESIGNSPEED≤40 MPH. 2. 1. CONDITIONS OF TRAFFIC SECOND MOSTDESIRABLEDESIGNIFVIABLE. ARTERIAL DESIGNSPEED≤40MPH. DIRECTION (SEE NOTE3) 2. 1. CONDITIONS MOST DESIRABLEDESIGNIFVIABLE. ARTERIAL DESIGNSPEED≤40MPH. QUEUE LENGTHANDBRAKINGDISTANCE (SEE NOTE3) CONC. SIDEWALK 5. 4. 3. 2. 1. GENERAL NOTES AND 17347. FOR PAVEMENT MARKINGSSEEINDEX17346 SEE INDEX301. FIGURE 3-13.FORTURNLANEDETAILS QUEUE IS100FEETPERGREEN BOOK ASSUMPTION DESIGNSPEEDFOR 40MPH AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY SUCCEEDING QUEUEBYPASSTOBECONSIDERED. BUS STOPAREASHOWNFORONEBUS. 4. 3. 2. 1. 4. 3. 2. 1. GENERAL NOTES GENERAL NOTES AND 17347. FOR PAVEMENTMARKINGSSEEINDEX17346 SEE INDEX301. FIGURE 3-13.FORTURNLANEDETAILS QUEUE IS100FEETPERGREENBOOK ASSUMPTION DESIGNSPEEDFOR40MPH AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY BUS STOPAREASHOWNFORTWOBUSES. AND 17347. FOR PAVEMENTMARKINGSSEEINDEX17346 SEE INDEX301. FIGURE 3-13.FORTURNLANEDETAILS QUEUE IS100FEETPERGREENBOOK ASSUMPTION DESIGNSPEEDFOR40MPH AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY BUS STOPAREASHOWNFORTWOBUSES.

11 SHEET of NO. 41 $ D A T E $ $ T I M E $ 1. 2. 1. 2. 1. 2. TYPICAL APPLICATION TYPICAL APPLICATION TYPICAL APPLICATION RIGHT TURNLANEREQUIRED. AND/OR PASSENGERS. AREAS WITHHIGHVOLUMEOF VEHICLES RIGHT TURNLANEREQUIRED. AND/OR PASSENGERS. AREAS WITHHIGHVOLUMEOFVEHICLES RIGHT TURNLANEREQUIRED. AND/OR PASSENGERS. AREAS WITHHIGHVOLUMEOFVEHICLES 60' (MIN.)TAPER 80' (DESIRABLE) 60' (MIN.)TAPER 80' (DESIRABLE) 60' (MIN.)TAPER 80' (DESIRABLE) ALIGHTING AREA BOARDING AND 5'x8' (MIN.) 100' ALIGHTING AREA BOARDING AND 5'x8' (MIN.)

ALIGHTING AREA BOARDING AND 5'x8' (MIN.) 100' 60' ARTICULATEDBUS 40' STANDARDBUS

8 ' BUS STOPSIGN RIGHT TURNLANEWITHSHAREDTAPER EXIT TAPER 60' SHARED WITHRIGHT TURN LANE NEAR SIDEBUSBAYPRECEDING PRECEDING RIGHTTURNLANE

8 NEAR SIDEBUSBAY ' NEAR SIDEBUSBAY 8 ' BUS STOPSIGN BUS STOPSIGN EXIT TAPER DESIRABLE 10' MIN. 60' TAPER N-3C 25' N-3A N-3B 60' ENTRY TAPER

TRANSIT FACILITIES GUIDELINES OF TRAFFIC DIRECTION QUEUE LENGTH

(SEE NOTE4) CONC. SIDEWALK QUEUE LENGTHANDBRAKINGDISTANCE 2. 1. CONDITIONS MINIMUM DESIGNFORCONSTRAINED SITES. ARTERIAL DESIGNSPEED≤45 MPH. 2. 1. 2. 1. CONDITIONS CONDITIONS (SEE NOTE3) IF VIABLE. SECOND MOSTDESIRABLEDESIGN ARTERIAL DESIGNSPEED≤45MPH. MOST DESIRABLEDESIGNIFVIABLE. ARTERIAL DESIGNSPEED≤45MPH. CONC. SIDEWALK QUEUE LENGTHANDBRAKINGDISTANCE (SEE NOTE4) CONC. SIDEWALK OF TRAFFIC DIRECTION OF TRAFFIC DIRECTION 5. 4. 3. 2. 1. GENERAL NOTES 4. 3. 2. 1. 5. 4. 3. 2. 1. FORBUSBAYDETAILSSEESHEET7&8. GENERAL NOTES GENERAL NOTES AND 17347. FOR PAVEMENTMARKINGSSEE INDEX17346 SEE INDEX301. FIGURE 3-13.FORTURNLANEDETAILS QUEUE IS100FEETPERGREEN BOOK ASSUMPTION DESIGNSPEEDFOR 40MPH AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY SUCCEEDING QUEUEBYPASSTOBECONSIDERED. BUS STOPAREASHOWNFORONEBUS. AND 17347. FOR PAVEMENTMARKINGSSEEINDEX17346 SEE INDEX301. FIGURE 3-13.FORTURNLANEDETAILS QUEUE IS100FEETPERGREENBOOK ASSUMPTION DESIGNSPEEDFOR40MPH AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY BUS STOPAREASHOWNFORTWOBUSES. AND 17347. FOR PAVEMENTMARKINGSSEEINDEX17346 SEE INDEX301. FIGURE 3-13.FORTURNLANEDETAILS QUEUE IS100FEETPERGREENBOOK ASSUMPTION DESIGNSPEEDFOR40MPH AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY BUS STOPAREASHOWNFORTWOBUSES.

12 SHEET of NO. 41 $ D A T E $ $ T I M E $ 1. TYPICAL APPLICATION RIGHT TURNLANEDROPLANE. 3. 2. 1. TYPICAL APPLICATION 4. 3. 2. 1. TYPICAL APPLICATION ON STREETPARALLELPARKING. NO RIGHTTURNLANE. AND/OR PASSENGERS. AREAS WITHHIGHVOLUMEOFVEHICLES NO RIGHTTURNLANE. ON STREETPARALLELPARKING. SIDEWALK SUCHASCENTRALBUSINESSDISTRICTS. AREAS WITHHIGHVOLUMEOFPEDESTRIANSON URBAN AREAWHEREPARKINGISCRITICAL. 60' (MIN.)TAPER 80' (DESIRABLE) TRAVEL LANE EDGE OF PARKING CONC. SIDEWALK PARKING ALIGHTING AREA BOARDING AND 5'x8' (MIN.) OF TRAFFIC TRAVEL LANE PRECEDING LANEDROPRIGHTTURN DIRECTION 100' EDGE OF ALIGHTING AREA BOARDING AND CONC. SIDEWALK WITH ON-STREETPARKING WITH ON-STREETPARKING NEAR SIDEBUSBAYWITH ALIGHTING AREA

5'x8' (MIN.) NO PARKING BOARDING AND 60' (MIN.) NEAR SIDENUB/BULB NEAR SIDEBUSBAY TAPER 5'x8' (MIN.)

OF TRAFFIC DIRECTION N-4 N-6 N-5 60' ARTICULATEDBUS 60' ARTICULATEDBUS 8 ' BUS STOPSIGN 40' STANDARDBUS 40' STANDARDBUS TAPER 60' 5' MIN. 5' MIN. 8 TRANSIT FACILITIES GUIDELINES

MIN. MIN. 12' 12' OF TRAFFIC DIRECTION CONC. SIDEWALK QUEUE LENGTH (SEE NOTE4) 1. 2. 1. 1. CONDITIONS CONDITIONS CONDITIONS ARTERIAL DESIGNSPEED≤40 MPH. SIDE OFINTERSECTION. NO RIGHTTURNBAYONNEAR ARTERIAL DESIGNSPEED≤40MPH. ARTERIAL DESIGNSPEED≤40MPH. 3. 2. 1. 5. 4. 3. 2. 1. GENERAL NOTES GENERAL NOTES 3. 2. 1. GENERAL NOTES AND 17347. FOR PAVEMENTMARKINGSSEEINDEX17346 AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY BUS STOPAREASHOWNFORONEBUS. AND 17347. FOR PAVEMENTMARKINGSSEEINDEX17346 SEE INDEX301. FIGURE 3-13.FORTURNLANEDETAILS QUEUE IS100FEETPERGREENBOOK ASSUMPTION DESIGNSPEEDFOR40MPH AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY SUCCEEDING QUEUEBYPASSTOBECONSIDERED. BUS STOPAREASHOWNFORTWOBUSES. AND 17347. FOR PAVEMENTMARKINGSSEE INDEX17346 AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY BUS STOPAREASHOWNFORONE BUS.

13 SHEET of NO. 41 $ D A T E $ $ T I M E $ 2. 1. TYPICAL APPLICATION 2. 1. TYPICAL APPLICATION NO RIGHTTURNLANE. AND/OR PASSENGERS. AREAS WITHHIGHVOLUMEOFVEHICLES NO RIGHTTURNLANE. AND/OR PASSENGERS. AREAS WITHLOWERVOLUMEOFVEHICLES 60' (MIN.)TAPER 80' (DESIRABLE) CONC. SIDEWALK CONC. SIDEWALK OF TRAFFIC TRAVEL LANE DIRECTION EDGE OF ALIGHTING AREA OF TRAFFIC DIRECTION BOARDING AND NEAR SIDEBUSSTOP NEAR SIDEBUSBAY 5'x8' (MIN.) ALIGHTING AREA BOARDING AND 5'x8' (MIN.) N-7 N-8 100' 60' ARTICULATEDBUS 40' STANDARDBUS

8 TRANSIT FACILITIES GUIDELINES

' FROM STOPBAR CROSS WALKORPC BUS STOPSIGN

12' MIN.FROM EXIT TAPER 5' MIN. 60' 1. CONDITIONS ARTERIAL DESIGNSPEED≤45MPH. 1. CONDITIONS ARTERIAL DESIGNSPEED≤45MPH. FROM STOPBAR CROSS WALKORPC 5' MIN. 12' MIN.FROM 4. 3. 2. 1. FORBUSBAYDETAILSSEESHEET7&8. 3. 2. 1. GENERAL NOTES GENERAL NOTES AND 17347. FOR PAVEMENTMARKINGSSEE INDEX17346 AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY BUS STOPAREASHOWNFORTWOBUSES. AND 17347. FOR PAVEMENTMARKINGSSEEINDEX17346 AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY BUS STOPAREASHOWNFORONEBUS.

14 SHEET of NO. 41 $ D A T E $ $ T I M E $ FAR SIDE WITH RIGHTTURNLANE NO RIGHTTURNLANE WITHOUT ON-STREETPARKING WITH ON-STREETPARKING ON-STREET PARKING WITH ORWITHOUT FAR SIDEBUSFACILITY DECISION TREE BUS BAY BUS BAY BUS STOP BUS BAY BUS NUB/BULB TRANSIT FACILITIES GUIDELINES

OPEN CLOSED CLOSED OPEN CLOSED OPEN BICYCLE LANE BICYCLE LANE BICYCLE LANE BICYCLE LANE BICYCLE LANE BICYCLE LANE BICYCLE LANE BICYCLE LANE SHARE LANE SHARE TAPER PRECEDING SHARE LANE SHARE TAPER PRECEDING (F-X) LEGEND (F-5) (F-7) (F-6) (F-5) (F-4) (F-3) - DETAILDRAWING (F-2C) (F-2B) (F-2A) (F-1C) (F-1B) (F-1A)

15 SHEET of NO. 41 $ D A T E $ $ T I M E $ FROM CROSSWALK 5' MIN. FROM CROSSWALK 2. 1. 2. 1. 2. 1. TYPICAL APPLICATION TYPICAL APPLICATION TYPICAL APPLICATION 5' MIN. FAR SIDEOFINTERSECTION. RIGHT TURNBAYATNEARSIDE AND AND/OR PASSENGERS. AREAS WITHHIGHVOLUMEOF VEHICLES FAR SIDEOFINTERSECTION. RIGHT TURNBAYATNEARSIDEAND AND/OR PASSENGERS. AREAS WITHHIGHVOLUMEOFVEHICLES FAR SIDEOFINTERSECTION. RIGHT TURNBAYATNEARSIDEAND AND/OR PASSENGERS. AREAS WITHHIGHVOLUMEOFVEHICLES ALIGHTING AREA BOARDING AND 5'x8' (MIN.) 100' ALIGHTING AREA BOARDING AND 5'x8' (MIN.) 100' FROM CROSSWALK 8 ' BUS STOPSIGN 5' MIN. EXIT TAPER 60' 8 ' BUS STOPSIGN EXIT TAPER 60' ARTICULATEDBUS 40' STANDARDBUS 60' DESIRABLE 10' MIN. 25' RIGHT TURNLANEWITHSHAREDTAPER ALIGHTING AREA BOARDING AND 5'x8' (MIN.) 8 FAR SIDEOPENBUSBAYPRECEDING

' ENTRY TAPER BUS STOPSIGN SHARED WITHRIGHT TURN LANE PRECEDING RIGHTTURNLANE OF TRAFFIC DIRECTION

CONC. SIDEWALK TAPER FAR SIDEOPENBUSBAY FAR SIDEOPENBUSBAY 60' OF TRAFFIC DIRECTION F-1C F-1A F-1B QUEUE LENGTHANDBRAKINGDISTANCE 10' MIN. CONC. SIDEWALK

(SEE NOTE3) OF TRAFFIC DIRECTION TRANSIT FACILTIES GUIDELINES QUEUE LENGTHANDBRAKINGDISTANCE

CONC. SIDEWALK (SEE NOTE3) OPTIONAL PARKING 3. 2. 1. CONDITIONS 3. 2. 1. CONDITIONS SECOND MOSTDESIRABLEDESIGNIFVIABLE. FOR 4LANEORLESSROADWAY. OPEN BUSBAYDESIGNRECOMMENDED ARTERIAL DESIGNSPEED≤45MPH. MINIMUM DESIGNFORCONSTRAINED SITES. FOR 4LANEORLESSROADWAY. OPEN BUSBAYDESIGNRECOMMENDED ARTERIAL DESIGNSPEED≤45MPH. 3. 2. 1. CONDITIONS MOST DESIRABLEDESIGNIFVIABLE. FOR 4LANEORLESSROADWAY. OPEN BUSBAYDESIGNRECOMMENDED ARTERIAL DESIGNSPEED≤45MPH. 4. 3. 2. 1. GENERAL NOTES 4. 3. 2. 1. 4. 3. 2. 1. GENERAL NOTES GENERAL NOTES AND 17347. FOR PAVEMENT MARKINGSSEEINDEX17346 SEE INDEX301. FIGURE 3-13.FORTURNLANEDETAILS QUEUE IS100FEETPERGREEN BOOK ASSUMPTION DESIGNSPEEDFOR 40MPH AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY BUS STOPAREASHOWNFORONEBUS. AND 17347. FOR PAVEMENTMARKINGSSEEINDEX17346 SEE INDEX301. FIGURE 3-13.FORTURNLANEDETAILS QUEUE IS100FEETPERGREENBOOK ASSUMPTION DESIGNSPEEDFOR40MPH AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY BUS STOPAREASHOWNFORTWOBUSES. AND 17347. FOR PAVEMENTMARKINGSSEEINDEX17346 SEE INDEX301. FIGURE 3-13.FORTURNLANEDETAILS QUEUE IS100FEETPERGREENBOOK ASSUMPTION DESIGNSPEEDFOR40MPH AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY BUS STOPAREASHOWNFORTWOBUSES. OPTIONAL PARKING OPTIONAL PARKING

16 SHEET of NO. 41 $ D A T E $ $ T I M E $ 25' DESIRABLE 25' DESIRABLE FROM PC 10' MIN. FROM PC 2. 1. TYPICAL APPLICATION 10' MIN. 2. 1. 2. 1. TYPICAL APPLICATION TYPICAL APPLICATION INTERSECTION. RIGHT TURNBAYATFARSIDEOF AND/OR PASSENGERS. AREAS WITHHIGHVOLUMEOFVEHICLES INTERSECTION. RIGHT TURNBAYATFARSIDE OF AND/OR PASSENGERS. AREAS WITHHIGHVOLUMEOF VEHICLES INTERSECTION. RIGHT TURNBAYATFARSIDEOF AND/OR PASSENGERS. AREAS WITHHIGHVOLUMEOFVEHICLES 60' (MIN.)TAPER 80' (DESIRABLE) 60' (MIN.)TAPER 80' (DESIRABLE) 25' DESIRABLE FROM PC 10' MIN. ALIGHTING AREA ALIGHTING AREA BOARDING AND BOARDING AND 5'x8' (MIN.) 5'x8' (MIN.) 60' (MIN.)TAPER 80' (DESIRABLE) 100' 100' ALIGHTING AREA BOARDING AND 5'x8' (MIN.) 60' ARTICULATEDBUS 40' STANDARDBUS RIGHT TURNLANEWITHSHAREDTAPER FAR SIDECLOSEDBUSBAYPRECEDING 8 ' 8 BUS STOPSIGN ' BUS STOPSIGN SHARED WITHRIGHT TURN LANE PRECEDING RIGHTTURNLANE EXIT TAPER FAR SIDECLOSEDBUS BAY FAR SIDECLOSEDBUSBAY TAPER 60' 60' OF TRAFFIC 8 ' DIRECTION BUS STOPSIGN F-2C F-2A F-2B DESIRABLE CONC. SIDEWALK 10' MIN. 60' 25' ENTRY TAPER TRANSIT FACILITIES GUIDELINES

10' MIN. QUEUE LENGTHANDBRAKINGDISTANCE

(SEE NOTE3) 2. 1. CONDITIONS 2. 1. CONDITIONS SECOND MOSTDESIRABLEDESIGNIFVIABLE. ARTERIAL DESIGNSPEED≤45MPH. CONC. SIDEWALK MINIMUM DESIGNFORCONSTRAINED SITES. ARTERIAL DESIGNSPEED≤45 MPH. QUEUE LENGTHANDBRAKINGDISTANCE OF TRAFFIC 2. 1. CONDITIONS DIRECTION MOST DESIRABLEDESIGNIFVIABLE. ARTERIAL DESIGNSPEED≤45MPH. OPTIONAL PARKING (SEE NOTE3) CONC. SIDEWALK

OF TRAFFIC DIRECTION 4. 3. 2. 1. GENERAL NOTES 4. 3. 2. 1. GENERAL NOTES 4. 3. 2. 1. GENERAL NOTES AND 17347. FOR PAVEMENT MARKINGSSEEINDEX17346 SEE INDEX301. FIGURE 3-13.FORTURNLANEDETAILS QUEUE IS100FEETPERGREEN BOOK ASSUMPTION DESIGNSPEEDFOR 40MPH AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY BUS STOPAREASHOWNFORONEBUS. AND 17347. FOR PAVEMENTMARKINGSSEEINDEX17346 SEE INDEX301. FIGURE 3-13.FORTURNLANEDETAILS QUEUE IS100FEETPERGREENBOOK ASSUMPTION DESIGNSPEEDFOR40MPH AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY BUS STOPAREASHOWNFORTWOBUSES. AND 17347. FOR PAVEMENTMARKINGSSEEINDEX17346 SEE INDEX301. FIGURE 3-13.FORTURNLANEDETAILS QUEUE IS100FEETPERGREENBOOK ASSUMPTION DESIGNSPEEDFOR40MPH AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY FOR BUSBAYDETAILSSEESHEET7&8. OPTIONAL PARKING OPTIONAL PARKING

17 SHEET of NO. 41 $ D A T E $ $ T I M E $ 3. 2. 1. TYPICAL APPLICATION ON STREETPARALLELPARKING. ON SIDEWALK. AREAS WITHHIGHVOLUMEOFPEDESTRIANS URBAN AREAWHEREPARKINGISCRITICAL. FROM CROSSWALK ALIGHTING AREA BOARDING AND 5' MIN. 5'x8' (MIN.) OF TRAFFIC 60' ARTICULATEDBUS DIRECTION 40' STANDARDBUS WITH ON-STREETPARKING FAR SIDENUB/BULB 8 ' F-3 BUS STOPSIGN TAPER

TRAVEL LANE EDGE OF TRANSIT FACILITY GUIDELINES PARKING ON-STREET CONC. SIDEWALK

1. CONDITIONS ARTERIAL DESIGNSPEED≤40MPH. 3. 2. 1. GENERAL NOTES AND 17347. FOR PAVEMENTMARKINGSSEEINDEX17346 AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY BUS STOPAREASHOWNFORONEBUS.

18 SHEET of NO. 41 $ D A T E $ $ T I M E $ 2. 1. TYPICAL APPLICATION 3. 2. 1. TYPICAL APPLICATION NO FARSIDERIGHTTURNLANE. AND/OR PASSENGERS. AREAS WITHHIGHERVOLUME OF VEHICLES ON STREETPARALLELPARKING. RIGHT TURNLANE. INTERSECTION, ANDNOFARSIDE RIGHT TURNBAYATNEARSIDEOF AND/OR PASSENGERS. AREAS WITHHIGHVOLUMEOFVEHICLES 25' DESIRABLE FROM PC 10' MIN. CONC. SIDEWALK 60' (MIN.)TAPER 80' (DESIRABLE) FROM CROSSWALK 5' MIN. 60' ARTICULATEDBUS FAR SIDECLOSEDBUS BAY 40' STANDARDBUS WITH ONSTREETPARKING FAR SIDEOPENBUSBAY OF TRAFFIC DIRECTION F-5 F-4

ALIGHTING AREA BOARDING AND 5'x8' (MIN.) 8 ALIGHTING AREA BOARDING AND 5'x8' (MIN.) 8 100' '

' BUS STOPSIGN NO PARKING 60' (MIN.) TRAVEL LANE OF TRAFFIC DIRECTION EDGE OF TRANSIT FACILITIES GUIDELINES 2. 1. CONDITIONS FOR 4LANEORLESSDIVIDEDROADWAYS. OPEN BUSBAYDESIGNRECOMMENDED ARTERIAL DESIGNSPEED≤40MPH. BUS STOPSIGN EXIT TAPER

1. CONDITIONS PARKING ON-STREET

CONC. SIDEWALK ARTERIAL DESIGNSPEED≤45MPH. OPTIONAL PARKING 3. 2. 1. GENERAL NOTES AND 17347. FOR PAVEMENTMARKINGSSEEINDEX17346 AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY BUS STOPAREASHOWNFORONEBUS. 4. 3. 2. 1. GENERAL NOTES AND 17347. FOR PAVEMENTMARKINGSSEE INDEX17346 AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY BUS STOPAREASHOWNFORTWO BUSES. FOR BUSBAYDETAILSSEESHEET7&8.

19 SHEET of NO. 41 $ D A T E $ $ T I M E $ DESIGN SPEED (MPH) FAR SIDEBUSSTOP 45 35 50 40 PLACEMENT 2. 1. TYPICAL APPLICATION 2. 1. TYPICAL APPLICATION LANE ATFARSIDEOFINTERSECTION. INTERSECTION ANDNORIGHTTURN RIGHT TURNBAYATNEARSIDE OF AND/OR PASSENGERS. AREAS WITHHIGHERVOLUMEOFVEHICLES NO FARSIDERIGHTTURNLANE. AND/OR PASSENGERS. AREAS WITHLOWERVOLUMEOFVEHICLES 135' 100' 75' 75' L� FROM CROSSWALK FROM CROSSWALK 5' MIN. 5' MIN. 60' ARTICULATEDBUS 40' STANDARDBUS WITHOUT RIGHTTURNLANE FAR SIDEOPENBUSBAY ALIGHTING AREA BOARDING AND 5'x8' (MIN.) FAR SIDEBUSSTOP 100' ALIGHTING AREA BOARDING AND 5'x8' (MIN.) 8 ' BUS STOPSIGN F-7 F-6 OF TRAFFIC DIRECTION L� (MIN.) OF TRAFFIC DIRECTION

8 ' CONC. SIDEWALK BUS STOPSIGN EXIT TAPER TRANSIT FACILITIES GUIDELINES 1. CONDITIONS

ARTERIAL DESIGNSPEED≤45MPH. TRAVEL LANE P C

EDGE OF

2. 1. CONDITIONS FOR 4LANEORLESSDIVIDED ROADWAYS. OPEN BUSBAYDESIGNRECOMMENDED ARTERIAL DESIGNSPEED≤45MPH. CONC. SIDEWALK 3. 2. 1. GENERAL NOTES AND 17347. FOR PAVEMENTMARKINGSSEEINDEX17346 AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY BUS STOPAREASHOWNFORONEBUS. 3. 2. 1. GENERAL NOTES AND 17347. FOR PAVEMENTMARKINGSSEE INDEX17346 AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY BUS STOPAREASHOWNFORTWOBUSES. 20

SHEET of NO. 41 $ D A T E $ $ T I M E $ MID-BLOCK LANE MEDIAN LEFT TURN TWO-WAY UNDIVIDED ROADWAY DIVIDED ROADWAY WITHOUT ON-STREETPARKING WITH ON-STREETPARKING WITHOUT ON-STREETPARKING WITHOUT ON-STREETPARKING WITH ON-STREETPARKING WITH ON-STREETPARKING MID-BLOCK BUSFACILITY DECISION TREE BUS STOP BUS BAY BUS NUB/BULB TRANSIT FACILITIES GUIDELINES

BUS STOP BUS BAY BUS STOP BUS BAY BUS NUB/BULB BUS STOP BICYCLE LANE BICYCLE LANE BICYCLE LANE BICYCLE LANE BICYCLE LANE BICYCLE LANE BICYCLE LANE BICYCLE LANE BICYCLE LANE (M-9) (M-8) (M-7) (M-X) LEGEND (M-6) (M-5) (M-4) (M-3) (M-2) (M-1A), (M-1B) - DETAILDRAWING

21 SHEET of NO. 41 $ D A T E $ $ T I M E $ DESIGN SPEED (MPH) 35 45 40 30 ** S.S.D.-STOPPINGSIGHTDISTANCE **S.S.D. (FT) 350 200 250 300 CROSSWALK CLEARZONEREQUIREMENTS 125 175 150 100 2' 235 165 135 200 4' MEDIAN/SIDEWALK WIDTH DIMENSION DL(FT) 225 265 150 190 6' 240 280 200 160 8' 165 290 210 250 10' ≥ 12' 215 170 260 300 (CROSSWALK WITHSTRAIGHT MEDIAN OPTION1 MEDIAN OPENING) 3. 2. 1. GENERAL NOTES SIGNS AREEXCLUDEDFROMTHE CLEARAREAREQUIREMENTS. OBSTRUCT THEVIEWOFPEDESTRIANS. CROSSINGWARNING VEGETATION, STREETFURNITURE,ETC.THATWOULD AS LIGHT/UTILITYPOLES,SIGNALEQUIPMENT,TREES, CLEAR AREASHOULDBEFREEOFALLFIXEDOBJECTSSUCH STANDARDS TOWARNMOTORISTSOFONCOMINGCROSSWALK. INSTALL ADVANCEWARNINGSIGNSASPERTHEMUTCDAND FDOT MORE THANFOURLANES. USE THESAMEPARAMETERSFORROADWAYSWITH TRANSIT FACILITIES GUIDELINES

(CROSSWALK WITHANGLED MEDIAN OPTION2 MEDIAN OPENING) 7. 6. 5. 4. BY FDOT'STRAFFICOPERATIONS DEPARTMENT. CROSSINGS MUSTBESIGNALIZED ANDAPPROVED FOR 3ORMORELANEROADWAY SECTIONSMIDBLOCK PEDESTRIAN RAMPS. TO PROVIDEEVENWALKINGSURFACERATHERTHAN MEDIAN SHOULDBEDEPRESSEDATCROSSINGLOCATION CROSSWALK. PARKING ISPROHIBITEDFOR100'INADVANCEOFTHE FOR TRAFFICSIGNANDCROSSINGSIGNALLOCATION. OF THEFDOTROADWAYANDTRAFFICDESIGNSTANDARDS REFER TOFDOTINDEX17346OFTHELATESTEDITION 22

SHEET of NO. 41 $ D A T E $ $ T I M E $ LEGEND (SEE SHEET22FORDETAILS) CLEAR AREA PARKING AREA 3. 2. 1. 3. 2. 1. TYPICAL APPLICATION TYPICAL APPLICATION ON-STREET PARALLELPARKING. TRANSIT DEMANDGENERATOR. MID-BLOCK BUSSTOPNEEDEDTOACCESSA SIDEWALK SUCHASCENTRALBUSINESSDISTRICTS. AREAS WITHHIGHVOLUMEOFPEDESTRIANSON ON-STREET PARALLELPARKING. TRANSIT DEMANDGENERATOR. MID-BLOCK BUSSTOPNEEDEDTOACCESSA SIDEWALK SUCHASCENTRALBUSINESSDISTRICTS. AREAS WITHHIGHVOLUMEOFPEDESTRIANSON CONC. SIDEWALK ON-STREET PARKING MEDIAN ORISLAND CONC. SIDEWALK ON-STREET PARKING TAPER

MID-BLOCK NUB/BULBWITHON-STREETPARKING DIVIDED ROADWAYWITH ON-STREETPARKING DL 100' (MIN.) TAPER

MID-BLOCK NUB/BULB ONA (NO MID-BLOCKCROSSWALK) OF TRAFFIC DIRECTION 10' DESIRABLE 60' ARTICULATEDBUS 40' STANDARDBUS ALIGHTING AREA BOARDING AND M-1A M-1B

5'x8' (MIN.) 5' (MIN.)

OF TRAFFIC DIRECTION 60' ARTICULATEDBUS 40' STANDARDBUS ALIGHTING AREA BOARDING AND TRANSIT FACILITIES GUIDELINES 5'x8' (MIN.) TAPER ON-STREET

PARKING

DL TAPER 2. 1. CONDITIONS

ON-STREET ON STREETPARKINGPROVIDED. ARTERIAL DESIGNSPEED≤40MPH. PARKING 2. 1. CONDITIONS MEDIAN ORISLAND ON STREETPARKINGPROVIDED. ARTERIAL DESIGNSPEED≤40MPH. CONC. SIDEWALK 5. 4. 3. 2. 1. GENERAL NOTES AND 17347. FOR PAVEMENTMARKINGSSEE INDEX17346 SHEET 22. DIMENSION "DL"CANBEFOUND ON AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY SEE SHEET22FORFURTHERDETAILS. BUS STOPAREASHOWNFORONEBUS. 4. 3. 2. OPTIONALPEDESTRIANSIGNAL)CANBE 1. GENERAL NOTES AND 17347. FOR PAVEMENTMARKINGSSEEINDEX17346 SEE SHEET22FORFURTHERDETAILS. BUS STOPAREASHOWNFORONEBUS. WITH BOARDINGANDALIGHTINGAREAS. PROVIDED IFNOCONFLICTISCREATED PEDESTRIAN RAMPANDCROSSWALK(WITH 23

SHEET of NO. 41 $ D A T E $ $ T I M E $ LEGEND (SEE SHEET22FORDETAILS) CLEAR AREA PARKING AREA 3. 2. 1. 3. 2. 1. TYPICAL APPLICATION TYPICAL APPLICATION AND LOWVOLUMEOFVEHICLES. LOW VOLUMEOFPEDESTRIANS ONSIDEWALK TRANSIT DEMANDGENERATOR. MID-BLOCK CROSSINGNEEDEDTOACCESSA CAN NOTBEPROVIDED. INTERSECTION ANDFARSIDEBUSSTOP RIGHT TURNBAYEXISTONNEARSIDEOF IS PREFERABLE. PEDESTRIANS VOLUMEISHIGH,NUBALTERNATIVE AND STREETPARKINGEXISTS.WHEN LOW VOLUMEOFPEDESTRIANSONSIDEWALK TRANSIT DEMANDGENERATOR. MID-BLOCK BUSSTOPNEEDEDTOACCESSA CAN NOTBEPROVIDED. INTERSECTION ANDFARSIDEBUSSTOP RIGHT TURNBAYEXISTONNEARSIDEOF ON-STREET PARKING MEDIAN ORISLAND TRAVEL LANE MEDIAN ORISLAND EDGE OF ROADWAY WITHOUTON-STREET PARKING CONC. SIDEWALK MID-BLOCK BUSSTOP ONADIVIDED ROADWAY WITHON-STREETPARKING MID-BLOCK BUSBAYONADIVIDED NO PARKING DL 100' (MIN.) 100' (MIN.) OF TRAFFIC DIRECTION OF TRAFFIC DIRECTION (NO NUBALTERNATIVE) M-3 M-2 5' (MIN.) 5' (MIN.)

60' ARTICULATEDBUS 60' ARTICULATEDBUS 40' STANDARDBUS 40' STANDARDBUS ALIGHTING AREA ALIGHTING AREA BOARDING AND BOARDING AND TRANSIT FACILITIES GUIDELINES 5'x8' (MIN.) 5'x8' (MIN.)

8 ' 8 ' DL MEDIAN ORISLAND NO PARKING 60' (MIN.) 1. CONDITIONS ARTERIAL DESIGNSPEED≤45MPH. 1. CONDITIONS ARTERIAL DESIGNSPEED≤45MPH. CONC. SIDEWALK MEDIAN ORISLAND ON-STREET PARKING 5. 4. 3. 2. 1. GENERAL NOTES AND 17347. FOR PAVEMENTMARKINGSSEE INDEX17346 SHEET 22. DIMENSION "DL"CANBEFOUND ON AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY SEE SHEET22FORFURTHERDETAILS. BUS STOPAREASHOWNFORONEBUS. 4. 3. 2. 1. GENERAL NOTES AND 17347. FOR PAVEMENTMARKINGSSEEINDEX17346 AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY SEE SHEET22FORFURTHERDETAILS. BUS STOPAREASHOWNFORONEBUS. 24

SHEET of NO. 41 $ D A T E $ $ T I M E $ LEGEND (SEE SHEET22FORDETAILS) CLEAR AREA PARKING AREA ON-STREET ON-STREET PARKING PARKING MEDIAN ORISLAND 3. 2. 1. TYPICAL APPLICATION 3. 2. 1. TYPICAL APPLICATION PARKING EXITS. LOW VOLUMEOFVEHICLESAND STREET LOW VULUMEOFPEDESTRIANS ONSIDEWALK, TRANSIT DEMANDGENERATOR. MID-BLOCK CROSSINGNEEDED TOACCESSA CAN NOTBEPROVIDED. INTERSECTION ANDFARSIDEBUSSTOP RIGHT TURNBAYEXISTSONNEARSIDEOF AND/OR PASSENGERS. AREAS WITHHIGHVOLUMEOFVEHICLES TRANSIT DEMANDGENERATOR. MID-BLOCK CROSSINGNEEDEDTOACCESSA CAN NOTBEPROVIDED. INTERSECTION, ANDFARSIDEBUSSTOP RIGHT TURNBAYEXISTSONNEARSIDEOF TRAVEL LANE EDGE OF DL 100' (MIN.) TRANSITION ASPER INDEX 526 100' (MIN.) ROADWAY WITHOUTON-STREETPARKING

MID-BLOCK BUSSTOP ONANUNDIVIDED

D F

MID-BLOCK BUSBAYONADIVIDED

ROADWAY WITHON-STREET PARKING R

ENTRY TAPER

I F

80' O

ISLAND

N C DL DL 5' (MIN.) M-4 M-5

OF TRAFFIC DIRECTION 60' ARTICULATEDBUS 40' STANDARDBUS ALIGHTING AREA BOARDING AND 5'x8' (MIN.)

ISLAND ALIGHTING AREA TRANSIT FACILITIES GUIDELINES BOARDING AND MEDIAN ORISLAND 5'x8' (MIN.) 8 100' ' DL 1. CONDITIONS 100' (MIN.)

ARTERIAL DESIGNSPEED≤45MPH. 1. CONDITIONS ARTERIAL DESIGNSPEED≤45MPH. CONC. SIDEWALK BUS STOPSIGN EXIT TAPER INDEX 526 TRANSITION ASPER 60' 6. 5. 4. 3. 2. 1. GENERAL NOTES AND 17347. FOR PAVEMENTMARKINGSSEEINDEX17346 SHEET 22. DIMENSION "DL"CANBEFOUNDON AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY SEE SHEET22FORFURTHERDETAILS. BUS STOPAREASHOWNFORTWOBUSES. FOR BUSBAYDETAILSSEESHEET7&8. 6. 5. 4. 3. 2. 1. GENERAL NOTES AND 17347. FOR PAVEMENTMARKINGSSEE INDEX17346 SHEET 22. DIMENSION "DL"CANBEFOUND ON AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY SEE SHEET22FORFURTHERDETAILS. BUS STOPAREASHOWNFORONEBUS. (DRIVEWAYS ANDSIDESTREETS). PROPERTY ACCESSREQUIREMENTS PROPERLY COORDINATEDWITHADJACENT INSTALLATION OFMEDIANISLANDTOBE CONC. SIDEWALK PARKING ON-STREET PARKING ON-STREET 25

SHEET of NO. 41 $ D A T E $ $ T I M E $ TWLTL LEGEND TWO WAYLEFTTURNLANE (SEE SHEET22FORDETAILS) CLEAR AREA PARKING AREA CONC. SIDEWALK 3. 2. 1. 3. 2. 1. TYPICAL APPLICATION TYPICAL APPLICATION ON STREETPARALLELPARKING. TRANSIT DEMANDGENERATOR. MID-BLOCK CROSSINGNEEDED TOACCESSA SIDEWALK SUCHASCENTRAL BUSINESSDISTRICTS. AREAS WITHHIGHVOLUMEOFPEDESTRIANSON AND LOWVOLUMEOFVEHICLES. LOW VOLUMEOFPEDESTRIANSONSIDEWALK TRANSIT DEMANDGENERATOR. MID-BLOCK CROSSINGNEEDEDTOACCESSA CAN NOTBEPROVIDED. INTERSECTION, ANDFARSIDEBUSSTOP RIGHT TURNBAYEXISTSONNEARSIDEOF CONC. SIDEWALK TRANSITION ASPERFDOT ON-STREET ON-STREET PARKING PARKING STANDARD INDEX526 OF TRAFFIC DIRECTION CONC. SIDEWALK R 1.5' TAPER

50' MID-BLOCK NUB/BULB WITHTWO-WAY-LEFT-TURN-LANE RAISED ISLAND

100' (MIN.)

O D

125' (TYP.) F

MID-BLOCK BUSSTOPONANUNDIVIDED

ROADWAY WITHOUTON-STREETPARKING

R D T F

E I

R C

T A

MEDIAN ANDON-STREET PARKING 100' (MIN.) T

R F

F A O T ISLAND TAPER

F I

N I

DL C

F O

I N

C 10' DESIRABLE 5' (MIN.)

M-7 M-6 5' (MIN.)

60' ARTICULATEDBUS 40' STANDARDBUS ALIGHTING AREA BOARDING AND 60' ARTICULATEDBUS 5'x8' (MIN.) 40' STANDARDBUS ALIGHTING AREA BOARDING AND TRANSIT FACILITIES GUIDELINES ISLAND 5'x8' (MIN.) OF TRAFFIC DIRECTION

DL 100' (MIN.)

2 ' TAPER

1. 1. CONDITIONS CONDITIONS ARTERIAL DESIGNSPEED≤45MPH. ARTERIAL DESIGNSPEED≤45MPH. TAPER

ON-STREET ON-STREET PARKING PARKING TWLTL 5. 4. 3. 2. 1. 6. 5. 4. 3. 2. 1. GENERAL NOTES GENERAL NOTES AND 17347. FOR PAVEMENT MARKINGSSEEINDEX17346 AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY SEE SHEET22FORFURTHER DETAILS. BUS STOPAREASHOWNFORONE BUS. (DRIVEWAYS ANDSIDESTREETS). PROPERTY ACCESSREQUIREMENTS PROPERLY COORDINATEDWITHADJACENT INSTALLATION OFMEDIANISLANDTOBE AND 17347. FOR PAVEMENTMARKINGSSEEINDEX17346 SHEET 22. DIMENSIONS "DL"CANBEFOUNDON AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY SEE SHEET22FORFURTHERDETAILS. BUS STOPAREASHOWNFORONEBUS. (DRIVEWAYS ANDSIDESTREETS). PROPERTY ACCESSREQUIREMENTS PROPERLY COORDINATEDWITHADJACENT INSTALLATION OFMEDIANISLANDTOBE 26

SHEET of NO. 41 $ D A T E $ $ T I M E $ TWLTL LEGEND TWO WAYLEFTTURNLANE (SEE SHEET22FORDETAILS) CLEAR AREA PARKING AREA ON-STREET PARKING CONC. SIDEWALK 3. 2. 1. 4. 3. 2. 1. TYPICAL APPLICATION TYPICAL APPLICATION AND LOWVOLUMEOFVEHICLES. LOW VOLUMEOFPEDESTRIANS ONSIDEWALK TRANSIT DEMANDGENERATOR. MID-BLOCK CROSSINGNEEDED TOACCESSA CAN NOTBEPROVIDED. INTERSECTION ANDFARSIDE BUSSTOP RIGHT TURNBAYEXISTSONNEARSIDEOF ON STREETPARALLELPARKING. VOLUME ISHIGH,NUBALTERNATIVEPREFERABLE. AND STREETPARKINGEXISTS.WHENPEDESTRIAN LOW VOLUMEOFPEDESTRIANSONSIDEWALK TRANSIT DEMANDGENERATOR. MID-BLOCK CROSSINGNEEDEDTOACCESSA CAN NOTBEPROVIDED. INTERSECTION ANDFARSIDEBUSSTOP RIGHT TURNBAYEXISTSONNEARSIDEOF CONC. SIDEWALK CONC. SIDEWALK OF TRAFFIC OF TRAFFIC DIRECTION DIRECTION R 1.5' R 1.5' 50' 50' RAISED ISLAND RAISED ISLAND MID-BLOCK BUSSTOP WITHTWO-WAY-LEFT-TURN-LANE MID-BLOCK BUSBAYWITHTWO-WAY-LEFT-TURN-LANE 125' (TYP.) 125' (TYP.) 100' (MIN.) NO PARKING 100' (MIN.) MEDIAN WITHOUTON-STREET PARKING MEDIAN ANDON-STREETPARKING 5' (MIN.) 5' (MIN.)

M-8 M-9 60' ARTICULATEDBUS 60' ARTICULATEDBUS 40' STANDARDBUS 40' STANDARDBUS OF TRAFFIC OF TRAFFIC DIRECTION DIRECTION TRANSIT FACILITES GUIDELINES 100' (MIN.) ALIGHTING AREA BOARDING AND 5'x8' (MIN.) ALIGHTING AREA BOARDING AND 5'x8' (MIN.) 2 2 ' ' NO PARKING 60' (MIN.) 1. CONDITIONS 1. CONDITIONS ARTERIAL DESIGNSPEED≤45MPH. ARTERIAL DESIGNSPEED≤45MPH. ON-STREET PARKING CONC. SIDEWALK TWLTL TWLTL 5. 4. 3. 2. 1. 5. 4. 3. 2. 1. GENERAL NOTES GENERAL NOTES AND 17347. FOR PAVEMENT MARKINGSSEEINDEX17346 AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY SEE SHEET22FORFURTHER DETAILS. BUS STOPAREASHOWNFORONE BUS. (DRIVEWAYS ANDSIDESTREETS). PROPERTY ACCESSREQUIREMENTS PROPERLY COORDINATEDWITHADJACENT INSTALLATION OFMEDIANISLANDTOBE AND 17347. FOR PAVEMENTMARKINGSSEEINDEX17346 AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY SEE SHEET22FORFURTHERDETAILS. BUS STOPAREASHOWNFORONEBUS. (DRIVEWAYS ANDSIDESTREETS). PROPERTY ACCESSREQUIREMENTS PROPERLY COORDINATEDWITHADJACENT INSTALLATION OFMEDIANISLANDTOBE 27

SHEET of NO. 41 $ D A T E $ $ T I M E $ LEGEND (SEE SHEET22FORDETAILS) CLEAR AREA CANAL LIMITS WITH PIPERAIL WITH PIPERAIL CANAL LIMITS GUARDRAIL GUARDRAIL PIPE HANDRAIL ALUMINUM NEAR SIDEBUSSTOPADJACENT ADJACENT TOCANALGUARDRAIL SIDEWALK SIDEWALK

TO CANALBARRIERWALL NEAR SIDEBUSSTOP WITH HANDRAIL BARRIER WALL TRANSIT FACILITIES GUIDELINES DL DL 10' OVERLAP 10' OVERLAP GUARDRAIL PIPE HANDRAIL

ALUMINUM 1 0 . 1 6 ' 8 ' M I N . M I N . 5' 5'

60' ARTICULATEDBUS 60' ARTICULATEDBUS 40' STANDARDBUS 40' STANDARDBUS FROM STOPBAR FROM STOPBAR CROSS WALKORPC CROSS WALKORPC 12' MIN.FROM 12' MIN.FROM 5' MIN. 5' MIN. 6. 5. 4. 3. 2. 1. GENERAL NOTES AND 17347. FOR PAVEMENTMARKINGSSEE INDEX17346 SHEET 22. DIMENSION "DL"CANBEFOUND ON AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY BUS STOPAREASHOWNFORONE BUS. DETAILS ONGUARDRAILANDBARRIERWALL. SEE FDOTSTANDARDINDEXESFOR FOR TRAFFICCONTROLDEVICEDETAILS. SEE FDOTSTANDARDINDEX17346 28

SHEET of NO. 41 $ D A T E $ $ T I M E $ FROM CROSSWALK FROM CROSSWALK 5' MIN. 5' MIN. 60' ARTICULATEDBUS 60' ARTICULATEDBUS 40' STANDARDBUS 40' STANDARDBUS 1 0 . 1 6 ' M I N . 8 ' M I N . 10' MIN. 10' MIN. PIPE HANDRAIL ALUMINUM WITH HANDRAIL BARRIER WALL OVERLAP OVERLAP

30' 30' GUARDRAIL ADJACENT TOCANALGUARDRAIL FAR SIDEBUSSTOPADJACENT TO CANALBARRIERWALL FAR SIDEBUSSTOP SIDEWALK SIDEWALK

TRANSIT FACILITIES GUIDELINES PIPE HANDRAIL ALUMINUM

WITH PIPERAIL GUARDRAIL WITH PIPERAIL GUARDRAIL CANAL LIMITS CANAL LIMITS 5. 4. 3. 2. 1. GENERAL NOTES AND 17347. FOR PAVEMENTMARKINGSSEE INDEX17346 AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY BUS STOPAREASHOWNFORONE BUS. DETAILS ONGUARDRAILANDBARRIERWALL. SEE FDOTSTANDARDINDEXESFOR FOR TRAFFICCONTROLDEVICEDETAILS. SEE FDOTSTANDARDINDEX17346 29

SHEET of NO. 41 $ D A T E $ $ T I M E $ MEDIAN ORISLAND MEDIAN ORISLAND PIPE HANDRAIL ALUMINUM CONC. SIDEWALK CONC. SIDEWALK WITH PIPERAIL GUARDRAIL WITH PIPERAIL GUARDRAIL SIDEWALK SIDEWALK 7. 6. 5. 4. 3. 2. 1. GENERAL NOTES

AND 17347. FOR PAVEMENTMARKINGSSEE INDEX17346 SHEET 22. DIMENSION "DL"CANBEFOUND ON AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY SEE SHEET22FORFURTHER DETAILS.. BUS STOPAREASHOWNFORONEBUS. DETAILS ONGUARDRAILANDBARRIERWALL. SEE FDOTSTANDARDINDEXESFOR FOR TRAFFICCONTROLDEVICEDETAILS. SEE FDOTSTANDARDINDEX17346 OF TRAFFIC OF TRAFFIC DIRECTION DIRECTION DL DL DL DL 10' OVERLAP 10' OVERLAP

TO CANALBARRIERWALLOPTION MID-BLOCK BUSSTOPADJACENT ADJACENT TOCANALGUARDRAIL 10' 10' MID-BLOCK BUSSTOP 5' 5'

60' ARTICULATEDBUS 60' ARTICULATEDBUS 40' STANDARDBUS 40' STANDARDBUS 1 0 . 1 6 ' 8 ' M I N . M I N . OF TRAFFIC OF TRAFFIC DIRECTION DIRECTION 100' (MIN.) 100' (MIN.) 10' MIN. 10' MIN. PIPE HANDRAIL ALUMINUM WITH HANDRAIL BARRIER WALL OVERLAP OVERLAP

TRANSIT FACILITIES GUIDELINES

30' 30'

CANAL LIMITS GUARDRAIL CANAL LIMITS DL DL SIDEWALK SIDEWALK

WITH PIPERAIL GUARDRAIL WITH PIPERAIL GUARDRAIL PIPE HANDRAIL ALUMINUM MEDIAN ORISLAND MEDIAN ORISLAND LEGEND (SEE SHEET22FORDETAILS) CLEAR AREA 30

SHEET of NO. 41 $ D A T E $ $ T I M E $ LEGEND: (SEE SHEET22FORDETAILS) CLEAR AREA CANAL LIMITS CANAL LIMITS GUARDRAIL R 125' R 20' ADJACENT TOCANALBARRIERWALL NEAR SIDEISOLATEDBUSSTOP NEAR SIDEISOLATEDBUSSTOP ADJACENT TOCANALGUARDRAIL GUARDRAIL TRANSIT FACILITIES GUIDELINES DL DL PIPE HANDRAIL PIPE HANDRAIL GUARDRAIL 10' OVERLAP 10' OVERLAP

ALUMINUM

1 0 . 1 6 ' 8 ' M I N . M I N . 5' 5'

60' ARTICULATEDBUS 60' ARTICULATEDBUS 40' STANDARDBUS 40' STANDARDBUS BARRIER WALL FROM STOPBAR FROM STOPBAR CROSS WALKORPC CROSS WALKORPC 12' MIN.FROM 12' MIN.FROM 5' MIN. 5' MIN. 6. 5. 4. 3. 2. 1. GENERAL NOTES AND 17347. FOR PAVEMENTMARKINGSSEE INDEX17346 SHEET 22. DIMENSION "DL"CANBEFOUND ON AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY BUS STOPAREASHOWNFORONE BUS. DETAILS ONGUARDRAILANDBARRIERWALL. SEE FDOTSTANDARDINDEXESFOR FOR TRAFFICCONTROLDEVICEDETAILS. SEE FDOTSTANDARDINDEX17346

31 SHEET of NO. 41 $ D A T E $ $ T I M E $ FROM CROSSWALK FROM CROSSWALK 5' MIN. 5' MIN. 60' ARTICULATEDBUS 60' ARTICULATEDBUS 40' STANDARDBUS 40' STANDARDBUS 1 0 . 1 6 ' M I N . 8 ' M I N . 5' MIN. 5' MIN. PIPE HANDRAIL ALUMINUM PIPE HANDRAIL ALUMINUM BARRIER WALL GUARDRAIL ADJACENT TOCANALBARRIERWALL 1:10 ADJACENT TOCANALGUARDRAIL FAR SIDEISOLATEDBUSSTOP FAR SIDEISOLATEDBUSSTOP 1:20 R 125' TRANSIT FACILITIES GUIDELINES

R 20' WITH PIPERAIL GUARDRAIL CANAL LIMITS CANAL LIMITS GUARDRAIL 5. 4. 3. 2. 1. GENERAL NOTES AND 17347. FOR PAVEMENTMARKINGSSEE INDEX17346 AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY BUS STOPAREASHOWNFORONE BUS. DETAILS ONGUARDRAILANDBARRIER WALL. SEE FDOTSTANDARDINDEXESFOR FOR TRAFFICCONTROLDEVICEDETAILS. SEE FDOTSTANDARDINDEX17346 32

SHEET of NO. 41 $ D A T E $ $ T I M E $ MEDIAN ORISLAND MEDIAN ORISLAND PIPE HANDRAIL ALUMINUM R 125' R 20' WITH PIPERAIL GUARDRAIL CONC. SIDEWALK CONC. SIDEWALK SIDEWALK 7. 6. 5. 4. 3. 2. 1. GENERAL NOTES

AND 17347. FOR PAVEMENTMARKINGSSEE INDEX17346 SHEET 22. DIMENSION "DL"CANBEFOUND ON AS ANILLUSTRATION. CURB RAMPTYPEISSHOWNONLY SEE SHEET22FORFURTHER DETAILS. BUS STOPAREASHOWNFORONEBUS. DETAILS ONGUARDRAILANDBARRIERWALL. SEE FDOTSTANDARDINDEXESFOR FOR TRAFFICCONTROLDEVICEDETAILS. SEE FDOTSTANDARDINDEX17346 GUARDRAIL OF TRAFFIC OF TRAFFIC DIRECTION DIRECTION DL DL DL DL 10' OVERLAP 10' OVERLAP

ADJACENT TOCANALBARRIERWALL MID-BLOCK ISOLATEDBUSSTOP MID-BLOCK ISOLATEDBUSSTOP ADJACENT TOCANALGUARDRAIL 10' 10' 5' 5'

60' ARTICULATEDBUS 60' ARTICULATEDBUS 40' STANDARDBUS 40' STANDARDBUS 1 0 . 1 6 ' 8 ' M I N . M I N . OF TRAFFIC OF TRAFFIC DIRECTION DIRECTION 100' (MIN.) 100' (MIN.) PIPE HANDRAIL ALUMINUM PIPE HANDRAIL ALUMINUM TRANSIT FACILITIES GUIDELINES BARRIER WALL

1:10 CANAL LIMITS DL DL 1:20 R 125' R 20' MEDIAN ORISLAND MEDIAN ORISLAND CANAL LIMITS LEGEND GUARDRAIL (SEE SHEET22FORDETAILS) CLEAR AREA 33

SHEET of NO. 41 $ D A T E $ $ T I M E $ 2ND RAMPOPTIONAL TYPE ECURBANDGUTTER TYPE ECURBANDGUTTER (WIDTH VARIES) SIDEWALK 5% MAX SLOPE BOARDING ANDALIGHTING AREA BOARDING ANDALIGHTINGAREA WITH ASUBURBANBUSSTOP 5% MAX SLOPE WITH ARURALBUSSTOP

M 5' MIN 5 ' I N 1:12 1:12 SHELTER SHELTER PAD PAD MIN. 8 ' M I N 8 ' M I N 5' 1:12 1:12 OF ROADWAY MATCH SLOPE MIN 2' LEVEL 5 ALIGHTING AREA BOARDING AND ALIGHTING AREA BOARDING AND ' M I N . HARDENED SURFACE MAY BEGRASSORA WARNING SURFACE DETECTABLE TRANSIT FACILITIES GUIDELINES

1. GENERAL NOTES BOARDING ANDALIGHTINGAREARAISED5". 34

SHEET of NO. 41 $ D A T E $ $ T I M E $ HARDENED SURFACE MAY BEGRASSORA FOR FLUSHSHOULDER ROADWAYSWITHACONNECTION FOR FLUSHSHOULDERROADWAYSWITHACONNECTION HARDENED SURFACE MAY BEGRASSORA 65' 65' AND GUTTER TYPE ECURB FOR SPEEDS>45MPH SHOULDER PAVEMENTWIDENING FOR SPEEDS>45MPH SHOULDER PAVEMENTWIDENING ACCESSIBLE BOARDING ANDALIGHTINGAREA ACCESSIBLE BOARDINGANDALIGHTINGAREA AND GUTTER TYPE ECURB TO ASIDEWALK MAX. 1:12 MAX. 1:12 TO ROADWAY MIN. MIN. 5' 8 ' M I N 5' 8 ' M I N MAX. 1:12 MIN.

MAX. 1:12 5' MIN. 5' ALIGHTING AREA BOARDING AND SIDEWALK EXTEND TO ALIGHTING AREA BOARDING AND 2ND RAMPOPTIONAL WARNING SURFACE DETECTABLE 40' 30'

TRANSIT FACILITIES GUIDELINES

1. GENERAL NOTES

BOARDING ANDALIGHTINGAREARAISED5" 35

SHEET of NO. 41 $ D A T E $ $ T I M E $

2 1 '- 1 1 "

OFF-STREET HALF-SAWTOOTHBUSBAY 3

0 "

4 '- 0 " BENCH 14'-9" 7 '- 1 0 "

5 '- 0 " BOLLARD 64'-11" 140° APPROXIMATE

TRANSIT FACILITIES GUIDELINES

2. 1. GENERAL NOTES

FOR ARTICULATEDBUSES. THE LENGTHSSHOULDBEEXTENDEDBY20FEET RIGHT-OF-WAY. FACILITIES ANDARENOTLOCATEDINTHEROADWAY TYPICALLY LOCATEDINBUSWAITINGORPARKING 36

SHEET of NO. 41 $ D A T E $ $ T I M E $ 8' MIN. 14' PREFERRED 11' MIN. 12' PREFERRED 6" MIN. 1' PREFERRED CONCURRENT FLOWCURB BUSLANESMIDBLOCK,TWO-WAYSTREET STATION SEPERATION SEPERATION

MEDIAN BUS LANE BUS LANE

6" MIN. 1' PREFERRED 15'6" MIN. 22' PREFERRED 11' MIN. 12' PREFERRED 3. 2. 1. GENERAL NOTES 11' MIN. 12' PREFERRED FOR SHELTERANDPADDETAILS,REFERTOSHEET6. FOR PAVEMENTMARKINGSSEEINDEX17346AND17347. CURB TYPEISSHOWNONLYASANILLUSTRATION. TRANSIT FACILITIES GUIDELINES 6" MIN. 1' PREFERRED CONCURRENT FLOWMEDIAN BUSLANESMIDBLOCK,TWO-WAYSTREET

* REQUIRESVEHICLES WITHLEFTSIDEDOORS SEPERATION SEPERATION MEDIAN/ STATION BUS LANE BUS LANE

6" MIN. 1' PREFERRED 15'6" MIN. 22' PREFERRED 11' MIN. 12' PREFERRED 37

SHEET of NO. 41 $ D A T E $ $ T I M E $ CONTRA-FLOW BUSLANES MIDBLOCK,TWO-WAYSTREET MEDIAN SEPARATION SEPARATION BUS LANE

BUS LANE 15'6" MIN. 22' PREFERRED 11' MIN. 12' PREFERRED 11' MIN. 12' PREFERRED 2' MIN. 4' PREFERRED 2' MIN. 4' PREFERRED 3. 2. 1. GENERAL NOTES FOR SHELTERANDPADDETAILS,REFERTOSHEET6. FOR PAVEMENTMARKINGSSEEINDEX17346AND17347. CURB TYPEISSHOWNONLYASANILLUSTRATION. TRANSIT FACILITIES GUIDELINES

CONTRA-FLOW BUSLANE MIDBLOCK,ONE-WAYSTREET SEPARATION BUS LANE STATION

8' MIN. 14' PREFERRED 11' MIN. 12' PREFERRED 2' MIN. 4' PREFERRED 38

SHEET of NO. 41 $ D A T E $ $ T I M E $ 4' MIN.(CONC.TRAFFICSEPERATOR) 8' (JERSEYBARRIER) 6' (CONC.TRAFFICSEPERATOR)OR 11' MIN. 12' PREFERRED TWO WAYBUSWAY:MIDBLOCK, TWO-WAYSTREET * REQUIRESVEHICLES WITHLEFTSIDEDOORS MEDIAN/ STATION SEPARATION SEPARATION BUS LANE BUS LANE

2' MIN.(MEDIAN)OR8'(STATION) 4' (MEDIAN)OR14'(STATION) 4' MIN.(CONC.TRAFFICSEPERATOR) 8' (JERSEYBARRIER) 6' (CONC.TRAFFICSEPERATOR)OR 11' MIN. 12' PREFERRED

3. 2. 1. GENERAL NOTES FOR SHELTERANDPADDETAILS,REFERTOSHEET6. FOR PAVEMENTMARKINGSSEEINDEX17346AND17347. CURB TYPEISSHOWNONLYASANILLUSTRATION. TRANSIT FACILITIES GUIDELINES

REVERSIBLE ONE-LANE MEDIANBUSWAYMIDBLOCK,TWO-WAYSTREET

SEPARATION SEPARATION BUS LANE 11' MIN. 12' PREFERRED 2' MIN. 4' PREFERRED 2' MIN. 4' PREFERRED 39

SHEET of NO. 41 $ D A T E $ $ T I M E $ 8' MIN. 14' PREFERRED 11' MIN. 12' PREFERRED 11' MIN. 12' PREFERRED EXCLUSIVE BUSWAYINROADWAYRIGHT-OF-WAY EXCLUSIVE BUSWAY STATION STATION SEPARATION SEPARATION TRANSITION AREA BUS LANE BUS LANE BUS LANE BUS LANE

8' MIN. 14' PREFERRED 11' MIN. 12' PREFERRED 11' MIN. 12' PREFERRED 2' MIN. 4' PREFERRED 2' MIN. 4' PREFERRED 3. 2. 1. GENERAL NOTES 8' MIN. 14' PREFERRED 11' MIN. 12' PREFERRED FOR SHELTERANDPADDETAILS,REFERTOSHEET6. FOR PAVEMENTMARKINGSSEEINDEX17346AND17347. CURB TYPEISSHOWNONLYASANILLUSTRATION. TRANSIT FACILITIES GUIDELINES

EXCLUSIVE BUSSTREET STATION STATION BUS LANE BUS LANE

8' MIN. 14' PREFERRED 11' MIN. 12' PREFERRED 40

SHEET of NO. 41 $ D A T E $ $ T I M E $ 12' BUS-ON-SHOULDER (BOS) OPERATIONSUN-INTERRUPTEDFLOW HIGHWAY, RIGHTHAND SHOULDER PAVED SHOULDER/BUSLANE PAVED SHOULDER/BUSLANE MEDIAN

12' 24' MIN. 26' PREFERRED 3. 2. 1. GENERAL NOTES FOR SHELTERANDPADDETAILS,REFERTOSHEET6. FOR PAVEMENTMARKINGSSEEINDEX17346AND17347. CURB TYPEISSHOWNONLYASANILLUSTRATION. TRANSIT FACILITIES GUIDELINES BUS-ON-SHOULDER (BOS) OPERATIONSUN-INTERRUPTEDFLOW

HIGHWAY, LEFTHAND SHOULDER PAVED SHOULDER/BUSLANE PAVED SHOULDER/BUSLANE PAVED MEDIAN

41 SHEET of NO. 41