D I S C L A I ME R : T h e u s e o f t h i s s t a n d a r d i s g o v e r n e d b y t h e " T e x a s E n g i n e e r i n g P r a c t i c e A c t " . N o w a r r a n t y o f a n y D A T E : k i n d i s m a d e b y T x D O T f o r a n y p u r p o s e w h a t s o e v e r . T x D O T a s s u m e s n o r e s p o n s i b i l i t y f o r t h e c o n v e r s i o n F I L E : o f t h i s s t a n d a r d t o o t h e r f o r m a t s o r f o r i n c o r r e c t r e s u l t s o r d a m a g e s r e s u l t i n g f r o m i t s u s e . Line Extension 8" White Dotted Optional Edge Line White 4" Solid Edge Line White 4" Solid Edge Line 4" SolidYellow Edge Line Yellow 4" Solid Edge Line 4" SolidWhite Edge Line 4" SolidYellow may vary(typ.) Shoulder width may vary(typ) Shoulder width Centerline 4" Yellow Pavement Edge See note3 White Line 8" Solid FOUR LANETWO-WAYROADWAY WITH ORWITHOUTSHOULDERS 30' CENTERLINE ANDLANELINES WITH ORWITHOUTSHOULDERS EDGE LINEANDLANELINES Edge ofPavement Taper Line 4" White 10' Lane Line 4" White ONE-WAY ROADWAY Edge Line 4" SolidWhite FOUR LANEDIVIDED ROADWAY CROSSOVERS Edge Line 4" SolidWhite Yellow Line 4" Solid Edge Line 4" SolidWhite TWO LANETWO-WAYROADWAY WITH ORWITHOUTSHOULDERS Edge ofPavement

Edge ofPavement

Deceleration L Y N O Me d i a n Storage Wi d t h 30' Note 1 See Yellow Line 4" Solid 30' 30' 48' only) greater than traveled way (12" max.for 3" min.-4"usual 10' 10' 10' 6" min. exists no shoulder 6" min.when line stop/yield line to from edge 48" min. 6" min. 12" max. 10" min.- Note 2 See 4" WhiteLaneLine Edge Line 4" SolidWhite 4" max. 3" min.- White LaneLine Triangles Yield Yellow Line 4" Solid Yellow Line 4" Solid ROADWAY ROADWAY ROADWAY ROADWAY PUBLIC PUBLIC PUBLIC PUBLIC 12" max. 10" min.- Note 1 See

Me d i a n Wi d t h TYPICAL TWO-LANE,TWO-WAYPAVEMENT TYPICAL MULTI-LANE,TWO-WAYPAVEMENT MARKINGS THROUGHINTERSECTIONS MARKINGS THROUGHINTERSECTIONS 3 to12" less than40MPH. being markedequaltoor For postedspeedonroad directedby theEngineer. storagelengths shallbeasshown ontheplansoras 3. Lengthofturnbays, including taper,deceleration,and yieldsigns. withstopsigns.Yield trainglesshallonlybeusedwith centerlinecanbeplaced. Stopbarsshallonlybeused stopbars/yieldtriangles) whena50'orgreatermedian 2. Installmedianstriping (doubleyellowcenterlinesand areoptionalasdeterminedbytheEngineer. Yieldsignsarethetypicalintersectioncontrol. Stopsigns bethecontrollingwidthtodetermineifsigns arerequired. measurementforeachapproach.Thenarrowmedian widthwill Eachmedianopeninghastwowidthmeasurements, withone openingsshallbesignedastwoseparateintersections. atthemedianopeningitselfof30feetormore, median 1. Wheredividedhighwaysareseparatedbymedian widths NOTES Edge Line White 4" Solid 18" Edge Line White 4" Solid Lane Line 4" White Edge Line White 4" Solid 12" YIELD LINES , PRIVATEROAD ALLEY, PRIVATEROAD OR Edge Line White 4" Solid OR DRIVEWAY 3 to12" 36" Yellow Line 4" Solid greater than45MPH. being markedequaltoor For postedspeedonroad Yellow Line 4" Solid 24" GENERAL NOTES insideofedgelineatwolaneroadway. shallbemeasuredfromtheinsideofedgelineto ,,bermsandshoulders.Thetraveledways usedforvehiculartravel.Itdoesnotincludetheparking 2. Thetraveledwayincludesonlythatportionoftheroadway guttersectionsofroadways. conditions.Edgelinesarenotrequiredincurband distancemayvaryduetopavementravelingorother lessthan6inchesfromtheedgeofpavement.This directedbytheEngineer.Theedgelineshouldnotbeplaced 1. Edgelinestripingshallbeasshownintheplansor (typ.) 6" min. BITUMINOUSADHESIVEFORPAVEMENTMARKERS PAVEMENTMARKERS(REFLECTORIZED) as specifiedbytheplans. required DepartmentalMaterialSpecifications All pavementmarkingmaterialsshallmeetthe Way Width20' for EdgelinesTraveled Minimum Requirements EPOXY ANDADHESIVES HOT APPLIEDTHERMOPLASTIC PERMANENT PREFABRICATEDPAVEMENTMARKINGS PAINT GUIDE FORPLACEMENTOFSTOPLINES, 30' max. 4' min. Based onTraveledWayandPavementWidths EDGE LINE&CENTERLINE MATERIALSPECIFICATIONS 8-95 5-00 FILE:

8-00 22A C TxDOT

for UndividedHighways

6-20 (500'min.) intersections 3-03 2-12 onapproachesto Yellowline 4"Solid OPTIONAL Gap:30' Length:10' 4"Yellow CENTERLINE 4"SolidWhite EDGE LINE 24"max. Width:12"min. SolidWhite STOP LINES

pm1-20.dgn PAVEMENT MARKINGS November 1978 TYPICAL STANDARD REVISIONS PM(1)-20 DN:

DIST CONT

Width 16'W20' Edgelines Pavement for Centerlineswithout Minimum Requirements 30' max. 4' min. SECT

DMS-4200 DMS-6100 DMS-8240 DMS-8220 DMS-8200 DMS-6130

CK:

COUNTY JOB DW:

Standard Division Safety Traffic

SHEET NO. CK:

REFLECTIVE RAISED PAVEMENT MARKERS MATERIAL SPECIFICATIONS

PAVEMENT MARKERS (REFLECTORIZED) DMS-4200 FOR VEHICLE POSITIONING GUIDANCE EPOXY AND ADHESIVES DMS-6100 y n n o BITUMINOUS ADHESIVE FOR PAVEMENT MARKERS DMS-6130 a i

s f r o e See Detail A See Detail B TRAFFIC PAINT DMS-8200

v y n Centerline t o . Type II-A-A Symmetrical around centerline HOT APPLIED THERMOPLASTIC DMS-8220 n c e a s r e u PERMANENT PREFABRICATED PAVEMENT MARKINGS DMS-8240 r h a t s Type II-A-A w t Continuous two-way left turn lane

r i o o All pavement marking materials shall meet the N f m 80' 40' 40' 40'

o required Departmental Material Specifications

r y . t f

" as specified by the plans. i 40' 40' 40' t l g c i n A i b

t i e s l c n u i o s t p e CENTERLINE FOR ALL TWO LANE ROADWAYS c s r a e 80' r r s Type I-C P e

o g g n a n m i s a r e d Type I-C e m e u r A A n s o i s g a s n t CENTERLINE AND LANE LINES FOR TWO-WAY LEFT TURN LANE E T l See Detail C

u O Type II-A-A s D s a x e x T r e

T

t " c . Reflectorized

r e Surface e r e h v r t e o 80' Type I-C or II-C-R

o c y s n b t i Type I (Top View)

a d h r e w o n f r e e s r v o o o p g r s Type I-C or II-C-R

u t s p a i m

y r d n o r a f a

d r r 80' n o e CENTERLINE & LANE LINES a f h t t s T o

O

s D o FOR FOUR LANE TWO-WAY HIGHWAYS i x t A A h T t d

y r f b a o d

Type II-A-A e n Type II-A-A 1"-2" e : d a s R a t u E m s

M Reflectorized e I s s 4" h A i i Surface T L h 4" LANE LINES FOR ONE-WAY ROADWAY (NON-FREEWAY FACILITIES)

d C t 1"-4"

S n

I i f 4" 3-4" Raised pavement markers Type II-C-R shall have clear face Type II (Top View) D k o 1"-4" 1"-4" toward normal traffic and red face toward wrong-way traffic. 4" 4" 4"

o Type II-A-A 1"-2" 35 max- o 25 min

DETAIL "A" DETAIL "B" DETAIL "C"

Roadway Adhesive GENERAL NOTES Surface CENTER OR EDGE LINE 12"+ 1" SECTION A 1. All raised pavement markers placed in broken lines shall be placed in line with and midway between the stripes. 30' 10' BROKEN LANE LINE 2. On pavements the raised pavement markers RAISED PAVEMENT MARKERS should be placed to one side of the longitudinal joints. REFLECTORIZED PROFILE PATTERN DETAIL Traffic Safety Division USING REFLECTIVE PROFILE PAVEMENT MARKINGS Standard

18"+ 1" 300 to 500 mil 12"+ 1" 5•"+ •" POSITION GUIDANCE USING in height RAISED MARKERS OR 6" 4" 3‚"+ ƒ" RELECTORIZED PROFILE A quick field check for the thickness 2 to 3" 2 to 3" of base line and profile marking is approximately equal to a stack of 5 MARKINGS quarters to a maximum height of 7 quarters. PM(2)-20

4" EDGE LINE, OPTIONAL 6" EDGE FILE: pm2-20.dgn DN: CK: DW: CK: C TxDOT April 1977 CONT SECT JOB HIGHWAY CENTER LINE LINE, CENTER LINE NOTE OR LANE LINE OR LANE LINE REVISIONS : : : 4-92 2-10 E E E Profile markings shall not be placed on roadways 2-12 DIST COUNTY SHEET NO. T L L 5-00 A I I with a posted speed limit of 45 MPH or less. 8-00 6-20

D F F 22B NOTES GENERAL NOTES 4" Dotted White Extension Line 1. Lane reduction pavement markings are used where the number of 1. Lane use word and arrow markings shall be used through lanes is reduced because of narrowing of the roadway where through lanes approaching an or because of a section of on- parking in what would become mandatory turn lanes. Lane use word and otherwise be a through lane. For Texas Super 2 Passing Lanes, y

n arrow markings should be used in auxiliary lanes see TS2(PL) standard sheets. n o of substantial length. Lane use arrow markings a i 3' Lane-Reduction

9'

s 9' or word and arrow markings may be used in other f r Arrow 2. On divided highways, an additional W9-1R "RIGHT LANE ENDS" o e sign may be installed in the median aligned with the W9-1R lanes and turn bays for emphasis. Details for

v y n sign on the right side of the highway. words and arrows are as shown in the Standard t o . n c e Highway Sign Designs for Texas. a s r e u 3. Lane reduction arrows are required for speeds of 45 mph or r h Paved Shoulder greater. An optional third lane reduction arrow may be added a t s 2. When lane-use words and arrow markings are used, w t Posted based on engineering judgement. If used, the optional third two sets of arrows should be used if the length of

r i D (ft) L (ft) o o Pavement D/4 D/2 D/4 Speed lane reduction arrow should be centered between the first and the bay is greater than 180 feet. When a single N f m

o Edge last lane reduction arrows. lane use arrow or word and arrow marking is used

r y 300'-500' L . t f D 30 MPH 460 for a short turn lane, it should be located at or " i 2 4. For lane reductions on Freeways and Expressways, signing t l g L=WS near the upstream end of the full-width turn lane. c i n 35 MPH 565 shall conform to the TxDOT Freeway Signing Handbook. A i b 60

t i 40 MPH 670 e s l 3. Use raised pavement marker Type I-C with undivided c n u W9-1R i o s highways, flush medians and two way left turn 45 MPH 775 Type II-A-A Markers t p e (Optional) lanes. Use raised pavement marker Type II-C-R with c s r W9-2TL 885 a

e 50 MPH divided highways and raised medians. r r s P e 55 MPH 990

o g g n a L=WS n m 60 MPH 1,100 20' i s a 4. Length of turn bays, including taper, deceleration, r e d 65 MPH 1,200 e m and storage lengths shall be as shown on the plans e u r n s o LANE REDUCTION 70 MPH 1,250 or as directed by the Engineer. i s g a s n t 1,350 75 MPH E T l

u O s D s a x e x T r MATERIAL SPECIFICATIONS e

8'-16' T

t 1 Mile (Auxiliary Lane) " c . PAVEMENT MARKERS (REFLECTORIZED) DMS-4200

r e Varies (See general note 2) e r e h v r EPOXY AND ADHESIVES DMS-6100 t e o

o c y s n Y Y b t i BITUMINOUS ADHESIVE FOR PAVEMENT MARKERS DMS-6130 L L

a 3' 9' Dotted 8" White Lane Line d h r N N e w o O O TRAFFIC PAINT DMS-8200 n f A two-way left-turn (TWLT) lane-use arrow pavement marking r e e s r should be used at or just downstream from the beginning of HOT APPLIED THERMOPLASTIC DMS-8220 v o o 48'

) Type I-C o p a two-way left-turn lane within a corridor. Repeating the D g r s marking after each intersection or dedicated turn bay is

u t E PERMANENT PREFABRICATED PAVEMENT MARKINGS DMS-8240 s p a Z not required unless stated elsewhere in the plans. T i m I E

y r

L SEE DETAIL B d n o E All pavement marking materials shall meet the A 4" White Lane Line r a f R N a

T required Departmental Material Specifications G d r r

S TYPICAL TRANSITION FOR TWLTL I n o e as specified by the plans.

S a f h S - t t

S 4" Yellow N s T o 4" Yellow AND DIVIDED HIGHWAY O

O O

R Broken s D o N Broken C i x t

h T , R t d Y

y r O A f b a SEE DETAIL A N

W 4" Solid Yellow Line o d

I -

e n M

E SEE DETAIL A e : d a N s R a t O u E m s Type II-A-A Markers 20' (

M

e 4" White Lane Line I s s h A i i 4" Solid T L h

d C t 20' Yellow Line

S n

I i f D k o O N L 30-45° Y

TYPICAL TWLTL AT ONE-WAY STREET AND RIGHT TURN AUXILIARY LANE

Optional Dotted 1 Mile (Lane Drop) 8" White Extension Line. 20' Varies (See general note 2) Varies 1"(Typ)

Y Y 8" Solid 3'

L L 9' Dotted 8" White Lane Line White Line N N See general

O O (typ.) note 3

SEE DETAIL B 48' Type I-C 4" White Lane Line 24" White (typ.)

) TYPICAL TWO-LANE HIGHWAY INTERSECTION WITH LEFT TURN BAYS Type II-A-A D

E spaced at 20' Z T T I E E Traffic L E E A Safety R R 20' 4" Solid N T

T Division G 8" Solid White Yellow Line S S 4" Yellow Broken 4" Solid Yellow I Standard

(Typ)

S S S - S S N O O

O Type I-C or R R *** N TWO-WAY LEFT TURN LANES, Type II-C-R C C

Type I-C

, spaced at 20' R R Y O O 3-4" A Type II-A-A 32' RURAL LEFT TURN BAYS, J N Y W A I

- Markers 32' L M M

O N

W 3-4" Typ. AND LANE REDUCTION O T

( *** Typically equal to • the length of storage lane 20' PAVEMENT MARKINGS MINOR 8" Solid White Line TWO-WAY PM(3)-20 STREET 4" Solid FILE: pm3-20.dgn DN: CK: DW: CK: Yellow Line C TxDOT April 1998 CONT SECT JOB HIGHWAY

DETAIL A DETAIL B REVISIONS : : : 5-00 2-10 E E E TYPICAL TWLTL AT TWO-WAY CROSS STREET AND RIGHT TURN LANE DROP DIST COUNTY SHEET NO. T L L 8-00 2-12 A I I 3-03 6-20

D F F 22C D I S C L A I ME R : T h e u s e o f t h i s s t a n d a r d i s g o v e r n e d b y t h e " T e x a s E n g i n e e r i n g P r a c t i c e A c t " . N o w a r r a n t y o f a n y D A T E : k i n d i s m a d e b y T x D O T f o r a n y p u r p o s e w h a t s o e v e r . T x D O T a s s u m e s n o r e s p o n s i b i l i t y f o r t h e c o n v e r s i o n F I L E : o f t h i s s t a n d a r d t o o t h e r f o r m a t s o r f o r i n c o r r e c t r e s u l t s o r d a m a g e s r e s u l t i n g f r o m i t s u s e . Shoulder 1 &2 See Notes centerline Lane HIGH-VISIBILITY LONGITUDINALCROSSWALK UNSIGNALIZED MID BLOCK HIGH-VISIBILITY Shoulder Shoulder AT CONTROLLEDAPPROACH crosswalk lines 24" White line tolane Center ofcrosswalk Triangles White Yield LONGITUDINAL CROSSWALK Stop Line White 20'-50' Min. 4' 6' 6' Min. Min. General Note1) 5'Max.(See travel lane line tocenterof Center ofcrosswalk lines crosswalk 24" White line tolane Center ofcrosswalk is present) line (ifshoulder line toshoulder Center ofcrosswalk 20'-50' Triangles White Yield travel lane line tocenterof Center ofcrosswalk shoulder ispresent) to shoulderline(if Center ofcrosswalkline Shoulder pedestrianhybridbeacons. blockcrosswalkscontrolledbytrafficsignalsor 2. Usestopbarswith"StopHereonRed"signsatmid signsatunsignalizedmidblockcrosswalks. 1. Useyieldtriangleswith"YieldHeretoPedestrians" beapprovedbytheEngineerinfield. 7. FinalplacementofStopBar/YieldTrianglesandCrosswalkshall withthe"TexasManualonUniformTrafficControlDevices." maybeused.Allcrosswalkdesignsanddimensionshallcomply asshowninthe"TexasManualonUniformTrafficControlDevices" crosswalkpatternonStateHighways.Otherpatterns 6. TheHigh-VisibilityLongitudinalCrosswalkisthepreferred 5. Eachcrosswalkshallbeaminimumof6'wide. tothelanelines. 4. Atskewedcrosswalks,thecrosswalklinesaretoremainparallel portionoftheroadway. aremaintainedintheirproperlocationacrossthetravel linesshouldbemadeinthemediansothatcrosswalk 3. Fordividedroadways,adjustmentsinspacingofthecrosswalk omitted. Ifthelastcrosswalklinefallsintothisdistanceitmustbe 2. Aminimum6"cleardistanceshallbeprovidedtothecurbface. lanelines,andshoulderlines(ifpresent). pathofvehicles.Centerthecrosswalklinesontravellanes, 1. Longitudinalcrosswalklinesshouldnotbeplacedinthewheel NOTES GENERAL NOTES PAVEMENTMARKERS(REFLECTORIZED) BITUMINOUSADHESIVEFORPAVEMENTMARKERS EPOXY ANDADHESIVES PERMANENT PREFABRICATEDPAVEMENTMARKINGS HOT APPLIEDTHERMOPLASTIC TRAFFIC PAINT as specifiedbytheplans. required DepartmentalMaterialSpecifications All pavementmarkingmaterialsshallmeetthe MATERIALSPECIFICATIONS FILE: 22D C TxDOT

pm4-20.dgn June 2020 PAVEMENT MARKINGS REVISIONS CROSSWALK PM(4)-20 DN:

DIST CONT

DMS-4200 DMS-6100 DMS-8240 DMS-8220 DMS-8200 DMS-6130 SECT

CK:

COUNTY JOB DW:

Standard Division Safety Traffic HIGHWAY

SHEET NO. CK: