10 / 14 / 2016 8 : 37 : 55 A M

11/01/16 REVISION LAST (Typ.)

4" 4 "

8 " T 8" ( yp ) R E V I S I ON Wrong-Way Arrow 10 .

DESCRIPTION: ' 2'-6" 24 S.F. 34 S.F.

2 - 8 " 16 '- 6 " ' 7 ' 23 '- 6 " 8 ' 22 S.F.

5 '- 3 " 7 '- 6 " 4 3 Arrow Lane-Use Turn andThrough ' ' R2=2'-3.563" R1=3'-3.375" 29 S.F. 6'-4" R1 R2 3'-4" 23 S.F. 1'

7 '- 9 " 5 ' 12 '- 9 " 8 ' 24 S.F.

5 ' 5 ' DESIGN STANDARDS 3'-4" R2=1'-11" R1=2'-11" Arrow Lane-Use UTurn 27 S.F. R1 3'-8" R2 PAVEMENT ARROWANDMESSAGEDETAILS FY 2017-18 1' 20 S.F.

8 ' ThroughLane-Use

9 6 26 S.F. 12 S.F. - " Arrow ' 4 '- 6 " 5 ' 3'-4" 1' PAVEMENT MARKINGS 13 S.F.

Turn Lane-UseArrow

(Left TurnShown- 8 Right TurnSimilar by OppositeHand) 4 ' 3 ' ' R2=2'-3.563" R1=3'-3.375" 20 S.F. 17 S.F. R2 R1 1' 5 ' 3 ' 8 ' 20 S.F.

Symbol Preferential Lane

6 8 " ' 11 S.F. 3' 23 S.F. 6 '- 6 " 13 ' 4. Allgridsare4"x 3. Dimensionsarewithin1"±. 2. Placestopmessage25'backfromtheline. pavementmessage. fromthebaseofarrowto fromthepavementmessage.Measuredistance usedtogether,locatethearrow25'downstream 1. Whenanarrowandapavementmessageare NOTES: 22 S.F.

. 8 17346 ' INDEX 20 S.F. NO.

1

SHEET of NO. 17 10 / 14 / 2016 8 : 37 : 57 A M

11/01/16 REVISION LAST

R E V I S I ON DESCRIPTION: Two-Lane PassingProhibitedLines Solid ChannelizingLine Solid EdgeLineorLane Double SolidLines 24" SolidStopLine 12" SolidPedestrianCrosswalkLine

D i rr ec ti on O f T r a ff i c 10' Lane Line 10' DESIGN STANDARDS 20'

FY 2017-18 Travel Lane Equally Spaced 10' Lane Line 10' WhiteSkipWithBlackContrastand20'Gaps 10' PAVEMENT MARKINGLINES

CONTRAST MARKINGS 20' Lane Bike

12" or24" 8", 12"or18" 6" YIELD LINES 6" 6" 6" 6" 4" 4" 10' EOP Edge Line 10' 10' BlackContrast PAVEMENT MARKINGS 20' 3' 3' 2'- 4'DottedGuideLine 6'-10' DottedExtensionLine 10'-30' SkipLine 6' 10' 3'-9' DottedLaneDropLine 3'-9' DottedInterchangeLine 9' 9' 18" 10' 3' 3' 6' 9' 9' 10' 3' 3' 30'

9' 9' 10' 6' 3' 3' 10' 9' 27 " 9' 3' 3' 6' 10' 9' 9' 10' 3' 3' 10' 6' 9' 9' 10' 3' 3' 30' 9' 9' 6' 3' 3' 10' 9' 9' 3' 3' center ofthebikelane. additional triangleinthe is present,addone lane. Whenabikelane triangles withintraffic traffic. Equallyspace triangles whichface five -18"X27"white Yield Linesconsistof 6' 10' 9' 9' 20' 10' 3' 3' 6' 9' 9' 10' 3' 3' 30' 9' 9' 6' 3' 3' 10' 9' 9' 3' 3' 10' 6' 10' 9' 9' 10' 3' 3' 9' 9' 6' 10' 3' 3' 30' 9' 9' 10' 6' 3' 3' 10' 9' 9' 3' 3' 6' 10'

6" 6" 12" 6" 6" 17346

INDEX NO. 2

SHEET of NO. 17 11 / 9 / 2016 8 : 59 : 05 A M

11/01/16 REVISION LAST

R E V I S I ON DESCRIPTION: Curb AndGutter Curb AndGutter

T r a ff i c T r a ff i c T r a ff i c B u ff e r e d B i k e L a n e L a n e L a n e L a n e

8 "

2 " G a p Edge OfTraveledWay Edge OfTraveledWay 6" YellowSolidLine 6" WhiteSolidLine DESIGN STANDARDS FY 2017-18 CURB ANDGUTTERSHOWN (Illustration Only) Extension OfCurbTaper 10'-30' SkipLine PAVEMENT MARKINGS (Illustration Only) Extension OfEdgeTrafficLane (Illustration Only) Extension OfEdgeTrafficLane

(Illustration Only) Edge OfBufferedBikeLane Edge OfTraveledWay PLACEMENT OFLONGITUDINAL PAVEMENT MARKINGS Edge OfTraveledWay

A ux ili a r y A ux ili a r y L a n e L a n e 18 " 2'-4' DottedLine 24" SolidStopLine

2 " G a p 2 " G a p Traffic Separator Solid Line 6" White 2 " G a p 20 " 17346

INDEX NO. Crosswalk Lines Pedestrian 12" Solid

3

Guide Line 2'-4' Dotted SHEET of NO. 17 11 / 9 / 2016 8 : 59 : 07 A M

11/01/16 REVISION LAST

R E V I S I ON DESCRIPTION: Paved Shoulder Paved Shoulder

T r a ff i c T r a ff i c T r a ff i c L a n e L a n e L a n e

2 " G a p Edge OfTraveledWay 2 " G a p Edge OfTraveledWay 6" YellowSolidLine 6" WhiteSolidLine DESIGN STANDARDS FY 2017-18 FLUSH SHOULDERSHOWN 10'-30' SkipLine PAVEMENT MARKINGS (Illustration Only) Extension ofEdgeOfTrafficLane (Illustration Only) Extension ofEdgeOfTrafficLane

(Illustration Only) Edge ofBufferedBikeLane Edge OfTraveledWay PLACEMENT OFLONGITUDINAL PAVEMENT MARKINGS Edge OfTraveledWay 8 "

A ux ili a r y A ux ili a r y L a n e L a n e 18 " 2'-4' DottedLine

2 " G a p 2 " G a p Traffic Separator 6" WhiteSolidLine 2 " G a p 20 " 17346

INDEX NO. Crosswalk Lines Pedestrian 12" Solid

4

Guide Line 2'-4' Dotted

SHEET of NO. 17 10 / 14 / 2016 8 : 38 : 03 A M

11/01/16 REVISION LAST 6" WhiteSkip(10'-30')

R E V I S I ON 6" Yellow DESCRIPTION: Delineator Post (See Note#2) See Detail

PAVEMENT MARKINGS FOR INTERSECTIONS WITH MAJOR AND MINOR ROADS 6" White 6" WhiteDotted(6'-10') 6" White Width Full Lane 6' 100 ' 100 6' ' Road Paved Traffic Flow Traffic Flow Road Paved See Detail 6" White 6" White (See Note#2) Delineator Post Point Radius Delineator Post

PAVEMENT MARKINGS AND DELINEATORS FOR MEDIAN CROSS-OVER (See Note#2) Point Radius End at DESIGN STANDARDS WithoutCurb Grassed MedianWithOr FY 2017-18 6' 6" White 6" Yellow 6" Yellow

D r i v e w a y Begin ExtensionAtRadiusPoint 6" White 6" YellowDotted(6'-10') 6" White Extension 6'-10' M i no r R o a d Point Radius PAVEMENT MARKINGS

6' R3-4 Point Radius 10' Point Radius End at (See Note#2) Delineator Post 6" WhiteSkip(10'-30') 6" Yellow � Median 6" Yellow 30' (See Note#2) Delineator Post 6" Yellow edgeofthepavement. thatthetopis4'abovegradeat sidesofthedelineator.Installpostso 2. Useyellowretro-reflectivesheetingonboth 1. Applyyellowmarkingstothemediannoses. NOTE: 6" Yellow 6' 6' 6" White Road Paved Width Full Lane 6" White 17346

(See Note#2) Delineator Post 6" White INDEX 6" Yellow NO. 5

SHEET of NO. 17 10 / 14 / 2016 8 : 38 : 05 A M

11/01/16 REVISION For Crosswalk 12" White LAST Only Intersection At Signalized Use StopLine

R E V I S I ON DESCRIPTION: For Crosswalk 12" White 24" White 25' 24" White 50' Min 6" White Min 75' For Crosswalk 12" White 6" White 6" DblYellow 75' Min DESIGN STANDARDS

TYPICAL CROSSWALK MARKINGS FOR CURB RAMPS (WITH SINGLELANELEFTTURNCHANNELIZATION) 6" DblYellow FY 2017-18

TWO WAY LEFT TURN LANE For Crosswalk 12" White exclusive turninglanecannotbedetermined. point oftransitionfromthetwo-wayturninglaneto length betweenintersectionsislimitedandapermanent For useincongestedurbanareaswhereavailablestorage 300'Max.IntervalsBetweenDoubleArrows For useinrural&suburbanareaswhereanadequate storage lanelengthcanbespecificallydetermined. 50' PAVEMENT MARKINGS 8'

12' Radius Point 10' Yellow 18" 8' 10' For Crosswalk 12" White 45°

25' 6" Yellow

10

6" YellowSolid 6" YellowSkip ' 6

'

S 300' Max.IntervalsBetweenDoubleArrows

t

M

i a

n nd

i

m

a

u

r

m d

8'

S

i SCHEME ONE SCHEME TWO d

e

w

a

l 12' k R a m p

8'

17346

C P

u ub

INDEX r

b li

NO.

c R

a

S

m i

d

p

e

w

a

l k 6

SHEET of NO. 17 10 / 14 / 2016 8 : 38 : 07 A M

11/01/16 REVISION LAST miles perhour(speedlimit) S isthe85thpercentilespeedin W isthelateraloffsetinfeetand (L = by L=WS 100' Minimumorasdetermined see Sheet11ofthisindex. For leftturnstoragelanedetail 6" White 6'-10' Dotted WS² 60 PLUS LEFTTURNLANE, WITHCROSSWALK TYPICAL INTERSECTION 2THRULANES <45mph)where R E V I S I ON DESCRIPTION:

R

E

S

T 6" White

R

I

C

TE

D

LE 50 '

F

T M 100 ' ( i n )

T

U 6" DblYellow

R called forinplans. left turnlengths,onlywhen for locationswithrestricted These markingsmaybeused 50 ' N M i n .

M

A 6" DblYellow

R

K

I

NG Lines Crosswalk 12" White LEFTTURNLANEDROPISMIRRORIMAGE RIGHT TURNLANEDROPANDISLANDDETAILS DESIGN STANDARDS adjacent sidewalk,butnotlessthan6' Width ofcrosswalktoequalwidththe Stop Line 24" White 6" Yellow 6" WhiteSkip 6" White 6" White 3'-9' Dotted 12" White FY 2017-18 24" WhiteStopLine 24" WhiteStopLine (Side Street) ONLY ONLY

S

T 100 M a x O ' 25 '

P 8" White

6" White

B

A

R 4 M i n .

S

' 4' Min. , V a r i e s

CR Lines Crosswalk 12" White PAVEMENT MARKINGS 50' 2'-4' Dotted 6" White

O

SS

W

A Varies Varies

L

K

S

AND

DOU 6" WhiteSkip 4' Min. Median Edge

B 6" White

LE V a e s 2'-4' Dotted 6" White r i 6" White

24" WhiteStopLine M C 4 ' i n .

E 12" White

N 50' Min.

TE Stop Line 24" White

R

L

I

N

E

D

ET

A 3. 2. 1. NOTES: I 100 M x L ' a 25 '

S back ofstoplines. When specified,"stop"messageshallbeplaced25' for projectsinvolvingintersectionimprovementsonly. roadway approachesshallbeextendedback100' Double yellowlongitudinalcenterlinesonall widths. Index No.17344and304forcrosswalk When publicsidewalkcurbrampsarepresent,refer Bike Lane 8" White 6" White ISLANDDETAILS RIGHT TURNLANEAND

A TURN LANE ALSO

PP Lines Crosswalk 12" White

L

I

E

S 50' 2'-4' Dotted 6" White

T

O

ON

E

W

AY 17346

LE INDEX NO.

F

T

7 SHEET of NO. 17

HIGHWAY HIGHWAY

R6-3

R6-3

DIVIDED DIVIDED

R1-1 R1-1 200' R6-1L

R6-1R R6-1R R6-1L

R6-1L R6-1L

24" White 24" White R1-2 R6-1R

R6-1L 6" White

NOSE WIDTHS UNDER 30' Nose Width NOSE WIDTHS 30' AND GREATER Nose Width

Nose Width Nose Width

R6-1L 6" White

24" White R6-1R R1-2 24" White

R6-1L R6-1L R6-1L

R6-1R R6-1R

200' R1-1 R6-1L R1-1 Divided Highway signs (R6-3) may be on the same structure with the STOP and ONE WAY DIVIDED FIGURE 1 FIGURE 2 DIVIDED signs or on a separate structure. R6-3 R6-3 HIGHWAY HIGHWAY ONE-WAY SIGNS 0N DIVIDED HIGHWAY INTERSECTIONS

l rave of T tion Direc Standard No-Passing 6" Yellow Edge Line

avel n of Tr irectio 6" Double Yellow Y D 6" White Edge Line

Median Or Island 20' 45° 18" White

45° Gore Area Beginning of Physical Gore Va ries 45° To B e Dete rmined 18" Yellow In Fi Va eld ries To B e Det ermin ed In Field 6" Double Yellow 6" Yellow Edge Line POSTED (DAY) "Y" SPEED LIMIT ft. Di rection MPH of T 8" Single White 6" Yellow Edge Line ravel

Di 30 OR LESS 10 rection of Trave l 35 20

40 20

45 30

50 OR MORE 40 M A

09 : 38 : 8

PAVEMENT MARKINGS FOR TRAFFIC CHANNELIZATION AT GORE PAVEMENT MARKING FOR TRAFFIC SEPARATION 2016 / (TRAFFIC FLOWS IN SAME DIRECTION) (TRAFFIC FLOWS IN OPPOSING DIRECTIONS) 14 / 10

LAST DESCRIPTION: INDEX SHEET ON

I FY 2017-18 REVISION NO. NO. S

I PAVEMENT MARKINGS 11/01/16 V DESIGN STANDARDS E 17346 8 of 17 R 10 / 14 / 2016 8 : 38 : 11 A M

11/01/16 REVISION LAST

L�= L�=WS (45MPHorGreater) Are GreaterThan50mph. 85th PercentileApproachSpeeds* Throughout TheTransitionWhere White DelineatorsShallBeUsed

- 1 6 W *S MPH 65 55 45 35 60 50 40 30 WS² 60 **W

V ON R E I S I (≤40 MPH) DESCRIPTION:

- 1 6 215 165 W 520 480 440 400 360 120 8 585 495 405 185 135 540 450 240 9 (FEET) TRANSITION DISTANCEL� 205 650 600 550 500 450 270 150 10 B B

**Lateral offset *Design Speed

715 605 495 295 225 165 660 550

11

- 1 5 R

TE E R 245 N 780 720 660 600 540 320 180 12

T NO DO

845 715 585 265 195 780 650 350

13 -

1 5 R

- 7 4 R

TE E R

N

375 285 910 840 770 700 630 210

14

S -

7 4

R

C

T

NO DO

H

E

M

E S

W 6 - 3

F

O R

MPH SPEED*

T 45 55 60 30 40 50

R W 6 - 3 AN

(FT.) "A" S 450 650 750 850 950 ---

250' I

Not LessThan50') 15:1 Taper(4:1Min., T

250' I

Solid 18" ON

DESIGN STANDARDS 80 (FT.) "B"

365 455 500 550 595 640 W 6 2

' -

-

(4:1 MinimumNotLessThan50') 15:1 Std.Taper 2

FY 2017-18

L AN

C

O E

L MPH SPEED LIMIT POSTED (DAY)

30 ORLESS

50 ORMORE

O /

R

4 45 35 40

S

45°

HA

L AN

LL

E T W 6 - 2 Y

B

Y R Approach SpeedsêAreGreaterThan50mph The TransitionWhere85thPercentile White DelineatorsShallBeUsedThroughout W (FT.) "Y"

E

P OAD 40 30 20 20 10

I C

T A

H

W

W L

E

AY T Begins ToNarrow Point WherePavement Solid 8"

S R

A

6" WhiteEdgeLine 6" YellowEdgeLine AN

M PAVEMENT MARKINGS

E S

I

A T

S I should beusedifonlyonesupplementalsignisinstalled. may bedeletedifspaceisnotavailable.TheW9-1 W9-1 &W9-2aresupplementaltotheW4-2signand

NOTE: ON

R

E

SP M

L� A

E

L� R

C

Direction ofTravel K

T I

I NG W 4 - 2 V

E

6" WhiteEdgeLine 6" YellowEdgeLine 6" WhiteEdgeLine

E

DG 80' LAN E E ND S

E

6" YellowSkip M E R G E

L

LE F T I RIGHT ROADWAYCENTEREDONEXISTING ROADWAY LEFT ROADWAYCENTEREDONEXISTING

N

E

W 9 - 2 Begin Taper

R IGH T Begin Taper LAN E E ND S

A W 9 - 1 A 6" YellowSkip PAVEMENT MARKINGDETAIL A A / / 4 4 W 4 - 2 L 45 ° 17346

INDEX NO. Median 25' 9

SHEET W 4 - 2 R of NO. 17 2 LANES

50'

DETAIL A 120' EXIT RAMP WITHOUT AUXILIARY LANE

LAYOUT FOR 1, 2 AND 3 DIGIT NUMBERS AND LETTERS

3 LANES 3 LANES

AUXILIARY LANE '

24

'

4

50' 2

290' DETAIL B EXIT RAMP WITH AUXILIARY LANE

NOTES:

1. Messages shall meet requirements of Specification Section 971-6 and Section 711.

2. The thickness of the preformed message shall be 125 mils.

3. The message shall consist of white letters and numbers with black contrasting material. The black material shall meet the mat dimensions shown and have a minimum skid resistance value of 55 BPN.

4. The "EXIT NUMBER" position remains the same distance from the beginning of taper regardless of the number of lines of information.

MESSAGE SIZE AND SPACING 4" X 4" squares

3" 3" 10" 22" 44" 20" 32" 54"

5"

106" 106" 106" 106" 106" 106" 106" M A

13 : 38 : 8

66" 2016

/ MAT DIMENSIONS 14 / 10

LAST DESCRIPTION: INDEX SHEET ON

I FY 2017-18 REVISION NO. NO. S

I PAVEMENT MARKINGS 11/01/16 V DESIGN STANDARDS E 17346 10 of 17 R 10 / 14 / 2016 8 : 38 : 16 A M

11/01/16 REVISION LAST White Message Pavement Lane Width According To Width MayVary TYPICAL PAVEMENT MARKINGSFORR/RCROSSING R E V I S I ON DESCRIPTION:

16 Intersections Signalized " 8'

30" For Use Near Near Use For 6" Yellow DO NOT TRACKS R8-8 STOP 24"

24 " 6 ' 24 " ON R

15 20 15 A ' ' ' I

L 12 M R i n '

OAD .

10'

Min

24" White

CR

*Does not include 24" bars. bars. 24" include not *Does (Typ.)

4" 6 ' O

8'

SS I

89 s.f.

NG

12"

8'

A

T

Min

10'

2

- L

White 24" White 24" AN 6" Yellow When Present. From &ParallelToGate Edge OfTravelwayOr8' Stop BarPerpendicularTo

24" White

E

12' Min. 12'

R 50 '

W10-1 W10-1 OAD R A

R

W

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for signplacement. See notes3,4&5 AY

DESIGN STANDARDS

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Railroad PavementMarkings. See DetailThisSheetForPlacementOf . 10' PAVEMENT MARKINGS 6" DoubleYellow

12 M i n . ' 24" White 10'

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6" Yellow R

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6" Dbl.Yellow

Signalized Intersections Intersections Signalized O

12' Min.

the W10-1 sign. W10-1 the

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SHEET

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r e of NO. 17 GENERAL NOTES

1. For traffic and pedestrian signal installation, refer to Index No. 17721 through 17890.

2. For public sidewalk curb ramps, refer to Index No. 304.

3. For pavement marking and sign installation, refer to Indexes 11200 through 17356.

4. Crosswalk minimum widths: Intersection Crosswalk 6'. Midblock Crosswalk 10'.

5. All crosswalk marking must be white.

6. Longitudinal markings in Special Emphasis Crosswalk must be 24" wide and spaced to avoid the wheel path of vehicles (see detail). Center the longitudinal markings at each lane line. Place additional longitudinal markings at the center of each lane (1/2W). The maximum spacing allowed between longitudinal markings is 60". 4' Min. 24" White When the Crosswalk is skewed to the lane lines, the longitudinal markings should be parallel to the lane lines.

24" Longitudinal Bars in Special Emphasis Crosswalk must be preformed thermoplastic.

12" Transverse lines in the Special Emphasis Crosswalk may be standard thermoplastic or 4' Min. preformed thermoplastic.

12" White 24" White

SPECIAL EMPHASIS MARKINGS 24" White

12" White 12" White 4 '

M i n .

24" White STANDARD W MARKINGS 24" White 60" Max.

Lane line

Lane line 24"

W

1 2W . Min 4' Lane line 12"

W

12" White

Lane line

24" White 4' Min. W

1 2W

Lane line

SPECIAL EMPHASIS M A CROSSWALK MARKING 19 : DETAIL 38 : 8

SPECIAL EMPHASIS AND STANDARD CROSSWALKS 2016

/ SIGNALIZED OR STOP SIGN CONTROLLED INTERSECTION 14 / 10

LAST DESCRIPTION: INDEX SHEET ON

I FY 2017-18 REVISION NO. NO. S

I PAVEMENT MARKINGS 11/01/16 V DESIGN STANDARDS E 17346 12 of 17 R 17 NO. of SHEET 13

NO.

INDEX

17346 - 2 11 W 100' of 6" Solid White

A W 11 - 2 40'

W 16 - 7p L

- 7p 16 L W

40'

A

- 2 11 W Plans shall indicate which crosswalk scheme is to be used. The details shown do not depict the signing and markings for multi-lane roadways with divided medians. For these applications, additional signs shall be installed on the median side. Minimum width of Mid-Block Crosswalks is 10'. All mid-block crosswalks shall use special emphasis crosswalk markings. Crosswalk marking shall be preformed marking materials. Crosswalk Signalized SCHEME 3 1. 2. 3. 4. 100' of 6" Solid White

W 11 - 2

200 250 300

PAVEMENT MARKINGS PAVEMENT MARKINGS

DISTANCE (Ft.) DISTANCE

A-SUGGESTED

26 To 35 To 26 45 To 36

25 Or Less Or 25

SPEED MPH SPEED APPROACH

W 11 - 2 FY 2017-18

W 16 - 7p L DESIGN STANDARDS

W 11 - 2

W 16 - 7p L Crosswalk SCHEME 2 with Stop Signing

40' S TO P R H E R E 1 - 5b L

F O R A SCHEME 1 Crosswalk 100' of 6" Solid White A with Warning Signing 100' of 6" Solid White

W 11 - 2 W 11 - 2

DESCRIPTION:

I W I S AH AD E 16 9p R ON E - V AH E AD W 16 - 9p LAST

REVISION

11/01/16

/ / : :

10 2016 14 20 38 8 A M 10 / 14 / 2016 8 : 38 : 22 A M

11/01/16 REVISION turn lane. for turnlanes,wherethethrulanebecomes The ONLYpavementmessageisrequired LAST

R E V I S I ON DESCRIPTION: Taper 100' Taper 50' L� L� L� 15' Begin LaneLine Begin LaneLine Through LaneBecomesOptionalLeftTurn Through LaneBecomesExclusiveLeftTurn L 15' 15' L L� DOUBLE LEFTTURNS SINGLE LEFTTURNS 15' DESIGN STANDARDS DOUBLE LEFTTURNMARKINGS Begin LaneLine L� FY 2017-18 Queue Length** Stop Bar(IfRequired) (Measured FromStopBarLocation) The StopBar. When AStopBarIsRequired,From The MedianNoseRadialPointOr, ** QueueLengthIsMeasuredFrom 25' Queue Length PAVEMENT MARKINGS 25' 25'

25' 25' 4. 3. 2. 1. NOTES: This Indexalsoappliestoright turnlanes. Refer toDesignStandardIndex301forRoadwayDetails. a leftturnstoragelane. grass mediansiflaneuseisnotreadilyapparenttodrivers approaching Yellow leftturnedgemarkingmaybeusedadjacenttoraised curbor lengths. on acasebybasisforturnlanesnotmeetingthestandard shown inDesignStandard301.Theselocationsmustbeadjusted The "BeginLaneLine"locationsarebasedonthestandardlengths (mph) Speed Design lanes longerthan200'addonearrowforeach100'additionallength. Arrow shouldbeevenlyspacedbetweenfirstandlastarrow.Turn 65 55 45 35 60 50 40 Distance Clearance 3 Arrows 2 Arrows 1 Arrow 170' 145' 125' 105' 85' 80' 70' L� Distance Stop Brake To 135' 100' ARROW SPACING TURN LANES�CURBEDANDUNCURBEDMEDIANS 75' 75' L� 15' 6" White 6" White URBAN CONDITIONS 6" White LessThan100' Distance Decel. Total Varies100'To150' Varies 150'To200' 240' 185' 155' 145' 15' L Distance Clearance 25' 160' 135' 120' 110' L� 25' Distance Stop Brake To 290' 260' 225' 185' L� 25' RURAL CONDITIONS 17346

24" White(Typ) INDEX Distance Decel. Total NO. 460' 405' 350' 290' L Distance Clearance

14 270' 230' 195' 160' L� SHEET of NO. 17 Public Sidewalk Curb Ramp Sign No FTP-21-06 and FTP-22-06 GENERAL NOTES (Signalized & Nonsignalized)

1. For entrances to a one-way street, the Sidewalk downstream restriction may be reduced to 20'.

2. Parking shall not be allowed within 20' of a crosswalk. ' 8 3. All parking lane markings shall be 6" white. A B 22' 22' 22' 22' UpStream DownStream 6" White 4. Parking lane lines shall be broken at driveways.

5. Refer to Chapter 316, Fla. Statutes, for laws Drivers Eye Location governing parking spaces. BLUE E E 6. Where curb and gutter is used, the gutter pan width TE

TE 6" U U I I L

L 2" may be included as part of the minimum width of H H

6" B B parking lane, but desirably the lane width should be in W W WHITE addition to that of the gutter pan. " " " " 6 6 6 6 " " 2 2

Sign No FTP-21-06 Public Sidewalk and FTP-22-06 Curb Ramp Sign No FTP-21-06 SPEED DOWN STREAM (B) UP STREAM (A) and FTP-22-06 MPH 2 LANE 4 LANE 0-30 85' 60' 45' TYPE I

Sidewalk Sidewalk 35 100' 70' 50' No Parking Zone - Yellow Curb (Optional) '

° 18 6" White(Typ) 90 NOTES Y 8' Y 8' 9' 9' 9' 9' 9' 12' 12' 12' 12' 9' 9' 9' 1. Distances measured longitudinally along the street from driver location 20' 5' 5' of entering vehicle to end of parking restriction. Min. 3-6" White Diagonal TYPE II

Equally Spaced Per Aisle. TE 2. Distances applicable to intersecting street, major driveways and other

I No Parking Zone - driveways to the extent practical. 60 H Yellow Curb (Optional)

° W 3. For nonsignalized intersections, the values above shall be compared E E E E U TE with the values for signalized intersections and the maximum restrictions U TE U

I 8' U L Y I L Y L

L WHITE implemented. These restrictions apply to both accessible and E B H E B H B B U

U 22' W nonaccessible parking. 20' 20' W L L TO B B 26' " " " "

" All Spaces 6 " " " " 6 6 6 6 6 6 6 6 " " "

" 22' Min. & 26' Max. " " " 6 2 2 6 6 2 2 " " 2 Sign No FTP-21-06 2 MINIMUM PARKING RESTRICTION FOR TYPICAL and FTP-22-06 NONSIGNALIZED INTERSECTIONS TYPE III Public Sidewalk Curb Ramp No Parking Zone - Sidewalk Yellow Curb (Optional)

8' Min. "D Y Y " * '

" ' ' ' ' 9 6" White 9 9 9 A ' " (Typ) 12 5

"E" "C" "B"

SPEED LIMIT SIGNALIZED

* ' MPH INTERSECTIONS

FOR ACCESSIBLE MARKINGS - SEE ABOVE 5 DISTANCE FROM 0-30 30' CURB RADIUS (Y) "DIMENSIONS" ' 3 � ϑ "A" "B" "C" "D" "E" 35 50'

45° 19'-1" 12'-9" 7'-0" 27'-0" 17'-0" PARKING RESTRICTION (FT.) FOR 60° 20'-1" 10'-5" 5'-9" 23'-2" 13'-10" SIGNALIZED INTERSECTION

2.7 s.f. NOTES: 1. Dimensions are to the centerline of markings. 4" 4" 4.53 s.f.

2. An Access Aisle is required for each accessible space when angle NOTES: parking is used. 1. Parking restrictions measured from curb radius point. 3. Criteria for pavement markings only, not public sidewalk curb ramp locations. Use of pavement symbol in accessible For ramp locations refer to plans. parking spaces is optional, when used the 2. Restrictions for accessible parking are the same as

M symbol shall be 3' or 5' high and white in color. those applied to nonsignalized intersections. A

4. Blue pavement markings shall be tinted to match shade 15180 of Federal 24

: Standards 595a. 38 : 8 5. The FTP-22-06 panal shall be mounted below the FTP-21-06 sign. UNIVERSAL SYMBOL MINIMUM PARKING RESTRICTION FOR OF ACCESSIBILITY SIGNALIZED INTERSECTION PAVEMENT MARKING FOR PUBLIC 2016 / SIDEWALK CURB RAMPS IN REST AREAS 14 / 10

LAST DESCRIPTION: INDEX SHEET ON

I FY 2017-18 REVISION NO. NO. S

I PAVEMENT MARKINGS 11/01/16 V DESIGN STANDARDS E 17346 15 of 17 R 10 / 14 / 2016 8 : 38 : 27 A M

11/01/16 REVISION Traffic Flow LAST Thermoplastic 6" WhiteProfiled Thermoplastic Profiled 6" DoubleYellow

R E V I S I ON DESCRIPTION: Markings Thermoplastic Std. Thermoplastic 6" WhiteProfiled Thermoplastic 6" WhiteProfiled Thermoplastic Profiled 6" DoubleYellow Thermoplastic 6" YellowProfiled Thermoplastic 6" WhiteProfiled Traffic Flow Markings Thermoplastic Std. TYPICAL RURALINTERSECTIONWITHOUTTURNLANES DESIGN STANDARDS Item 706. of thecenterlineprofiledthermoplasticpavementmarkings will bepaidforunderPay 2. Replacementofretroreflectivepavementmarkersremoved duringtheinstallation removal isincludedinthecostofprofiledthermoplastic pavement marking. installation ofthecenterlineprofiledthermoplasticpavement markings.Thecostof 1. Removeraisedretroreflectivepavementmarkerswhenin conflictwiththe GENERAL NOTES: Thermoplastic 6" WhiteProfiled TYPICAL RURALINTERSECTIONWITHTURNLANES Std. ThermoplasticMarkings FY 2017-18 Markings Thermoplastic Std. E nd R a d i u s

CR � S i de R o a d o r CR P a v e d E n t r a n ce Std. ThermoplasticMarkings Std. ThermoplasticMarkings PAVEMENT MARKINGS

S a r t t Markings Std. Thermoplastic R a d i u s Traffic Flow Thermoplastic 6" WhiteProfiled Markings Thermoplastic Std. PROFILED THERMOPLASTIC MARKINGS2LANE ROADWAYS Thermoplastic 6" WhiteProfiled Thermoplastic 6" YellowProfiled Thermoplastic Profiled 6" DoubleYellow Thermoplastic 6" WhiteProfiled Markings Std. Thermoplastic Thermoplastic 6" WhiteProfiled 17346

INDEX NO. Thermoplastic Profiled 6" DoubleYellow Thermoplastic 6" WhiteProfiled

16 Traffic Flow SHEET of NO. 17 10 / 14 / 2016 8 : 38 : 29 A M

11/01/16 REVISION LAST 6" YellowProfiledThermoplastic

R E V I S I ON DESCRIPTION: Traffic Flow TYPICAL RURALMEDIAN OPENING 6" WhiteProfiledThermoplastic 6" WhiteProfiledThermoplastic 6" WhiteProfiledThermoplastic 6" WhiteProfiledThermoplastic 6" YellowProfiledThermoplastic Std. ThermoplasticMarkings Traffic Flow Traffic Flow DESIGN STANDARDS 6" YellowProfiledThermoplastic FY 2017-18 Markings Thermoplastic Std. TYPICAL RURALINTERSECTION Markings Thermoplastic Std. Std. ThermoplasticMarkings Markings Std. Thermoplastic PAVEMENT MARKINGS Markings Thermoplastic Std. Markings Std. Thermoplastic Std. ThermoplasticMarkings

Thermoplastic 6" YellowProfiled Thermoplastic 6" WhiteProfiled PROFILED THERMOPLASTIC MARKINGSMULTI-LANE ROADWAYS Traffic Flow Markings Thermoplastic Std. 6" YellowProfiledThermoplastic Std. ThermoplasticMarkings TYPICAL RURALDIRECTIONAL INTERSECTION Traffic Flow Std. ThermoplasticMarkings 6" WhiteProfiledThermoplastic 6" WhiteProfiledThermoplastic 6" WhiteProfiledThermoplastic See ProfiledThermoplasticMarkingsGeneralNotesonSheet13. REFERENCE: Markings Std. Thermoplastic Std. ThermoplasticMarkings Thermoplastic 6" YellowProfiled Std. ThermoplasticMarkings Traffic Flow 6" WhiteProfiledThermoplastic 17346

INDEX NO.

17 SHEET of NO. 17