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DETAILS CONSTRUCTION STANDARD TRAFFIC REVISED AUGUST 2020 DEPARTMENT OF ENGINEERING CITY OF ALLEN

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DETAILSCONSTRUCTION

STANDARD

TRAFFIC

REVISED AUGUST 2020

DEPARTMENT OF ENGINEERINGCITY OF ALLEN

PAVEMENT MARKINGS LAYOUT ..................................................... SD-T01PAVEMENT MARKING DETAILS ........................................................... SD-T02 DETAIL "A", "B" & "C"PAVEMENT MARKINGS ....................................................................... SD-T03 GORE LAYOUT SHEET 1OF 2PAVEMENT MARKINGS ......................................................................... SD-T04 GORE LAYOUT SHEET 2 OF 2PAVEMENT MARKING PATTERNS ........................................................ SD-T05 SOLID LINES & BROKEN LINES RAISED PAVEMENT MARKERS & YIELD LINES ............................... SD-T06TYPE III PERMANENT BARRICADE DETAIL ........................................ SD-T07TYPICAL APPLICATION TO TRANSITIONACROSS A MEDIAN OPENING ............................................................ SD-T08TWO LANE - LANE CLOSURE ............................................................... SD-T09ONE LANE - LANE CLOSURE ............................................................... SD-T109" STREET NAME BLADE ...................................................................... SD-T1115" OVERHEAD / MAST ARM NAME BLADE ........................................ SD-T12REGULATORY SIGNS ............................................................................ SD-T1345° PARKING .......................................................................................... SD-T1460° PARKING .......................................................................................... SD-T15DEAD END DRIVE AISLE ....................................................................... SD-T16

AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
TABLE OF CONTENTS

AUXI

LIAR

Y LA

NE

LAN

E D

RO

P

DET

AIL

C(S

EE S

HEE

T SD

-T02

)

TYPI

CAL

TW

O W

AY L

EFT

TUR

N L

ANE

AT C

RO

SS S

TREE

T AN

D R

IGH

T TU

RN

LAN

E D

RO

P

TYPI

CAL

LEF

T TU

RN

AU

XILI

ARY

LAN

E AT

CR

OSS

STR

EET

AND

RIG

HT

TUR

N A

UXI

LIAR

Y LA

NE

AND

LAN

E D

RO

P

MINOR CROSS STREET(ONE-WAY, NON-SIGNALIZED)

DET

AIL

B(S

EE S

HEE

T SD

-T02

)

DET

AIL

C(S

EE S

HEE

T SD

-T02

)

DET

AIL

A (S

EE S

HEE

T SD

-T02

)

STANDARD CONSTRUCTION DETAILSTRAFFIC

DATE:AUG 2018

REV DATE: SHEET :SD-T01

PAVEMENT MARKINGS LAYOUT

DEPARTMENT OF ENGINEERINGCITY OF ALLEN

AutoCAD SHX Text
8"SOLID WHITE
AutoCAD SHX Text
DOTTED 8" WHITE LANE LINE
AutoCAD SHX Text
4" WHITE BROKEN
AutoCAD SHX Text
8"SOLID WHITE
AutoCAD SHX Text
4" WHITE BROKEN
AutoCAD SHX Text
8" DOTTED WHITE (CURVE ONLY)
AutoCAD SHX Text
4" WHITE BROKEN
AutoCAD SHX Text
4" YELLOW BROKEN
AutoCAD SHX Text
4" YELLOW SOLID
AutoCAD SHX Text
TYPE I-C
AutoCAD SHX Text
4" WHITE BROKEN
AutoCAD SHX Text
DOTTED 8" WHITE LANE LINE
AutoCAD SHX Text
4" YELLOW BROKEN
AutoCAD SHX Text
TYPE II A-A MARKER
AutoCAD SHX Text
NOTE: WHEN REQUIREMENT TO USE "WORD AND ARROW" OR "ARROW" MARKINGS, TWO SETS SHOULD BE USED IF THE LENGTH OF THE BAY IS GREATER THAN 180 FEET. WHEN A "WORD AND ARROW" OR "ARROW" MARKING IS USED FOR A SHORT TURN LANE, IT SHOULD BE LOCATED AT OR NEAR THE UPSTREAM END OF THE FULL-WIDTH TURN LANE.

DET

AIL

A

DET

AIL

C

DET

AIL

B

STANDARD CONSTRUCTION DETAILSTRAFFIC

DATE:AUG 2018

REV DATE: SHEET :SD-T02

PAVEMENT MARKING DETAILSDETAIL "A", "B" & "C"

DEPARTMENT OF ENGINEERINGCITY OF ALLEN

AutoCAD SHX Text
TYPE 1-C
AutoCAD SHX Text
8"SOLID WHITE
AutoCAD SHX Text
TYPE II-A MARKER
AutoCAD SHX Text
4" SOLID YELLOW
AutoCAD SHX Text
NOTE: WHEN REQUIREMENT TO USE "WORD AND ARROW" OR "ARROW" MARKINGS, TWO SETS SHOULD BE USED IF THE LENGTH OF THE BAY IS GREATER THAN 180 FEET. WHEN A "WORD AND ARROW" OR "ARROW" MARKING IS USED FOR A SHORT TURN LANE, IT SHOULD BE LOCATED AT OR NEAR THE UPSTREAM END OF THE FULL-WIDTH TURN LANE.
AutoCAD SHX Text
STOP BAR
AutoCAD SHX Text
MEDIAN
AutoCAD SHX Text
PEDESTRIAN CROSSING
AutoCAD SHX Text
LANE LINE
AutoCAD SHX Text
BAR SHALL BE CENTERED ON LANE STRIPE

TYPI

CAL

TR

ANSI

TIO

N F

OR

TW

L TL

AND

DIV

IDED

RO

ADW

AY

TYPI

CAL

TW

O-L

ANE

RO

ADW

AY IN

TER

SEC

TIO

N W

ITH

LEF

T TU

RN

BAY

S

SEE

DET

AIL

A

STANDARD CONSTRUCTION DETAILSTRAFFIC

DATE:AUG 2018

REV DATE: SHEET :SD-T03

PAVEMENT MARKINGSGORE LAYOUT SHEET 1 OF 2

DEPARTMENT OF ENGINEERINGCITY OF ALLEN

AutoCAD SHX Text
TYPE II-A-A MARKERS
AutoCAD SHX Text
4" SOLID YELLOW
AutoCAD SHX Text
4" EDGE STRIPE WHEN NO CURB
AutoCAD SHX Text
8" WHITE (TYP.)
AutoCAD SHX Text
SEE CHART FOR STRIPE WIDTH 20' SPACING 45° TO TRAVEL WAY
AutoCAD SHX Text
GORE STRIPE
AutoCAD SHX Text
<4545
AutoCAD SHX Text
>4545
AutoCAD SHX Text
8" STRIPE
AutoCAD SHX Text
12" STRIPE
AutoCAD SHX Text
SEE CHART FOR STRIPE WIDTH 20' SPACING 45° TO TRAVEL WAY
AutoCAD SHX Text
SPEED (MPH)
AutoCAD SHX Text
STRIPE

GO

RE

LAYO

UT

FOR

TR

ANSI

TIO

N

STANDARD CONSTRUCTION DETAILSTRAFFIC

DATE:AUG 2018

REV DATE: SHEET :SD-T04

PAVEMENT MARKINGSGORE LAYOUT SHEET 2 OF 2

DEPARTMENT OF ENGINEERINGCITY OF ALLEN

AutoCAD SHX Text
8" MIN
AutoCAD SHX Text
*85TH PERCENTILE SPEED MY BE USED ON ROADS WHERE TRAFFIC SPEEDS NORMALLY EXCEED THE POSTED SPEED LIMIT. CROSSHATCHING LENGTH SHOULD BE ROUNDED UP TP NEARET 5 FOOT INCREMENT. L= TAPER LENGTH (FT.) W= WIDTH OF OFFSET (FT.) S= POSTED SPEED (MPH)/85TH PERCENTILE SPEED(MPH).
AutoCAD SHX Text
TABLE 1 - TYPICAL LENGTH (L)
AutoCAD SHX Text
FORMULA
AutoCAD SHX Text
L=
AutoCAD SHX Text
WS
AutoCAD SHX Text
60
AutoCAD SHX Text
L=WS
AutoCAD SHX Text
2
AutoCAD SHX Text
POSTED SPEED *
AutoCAD SHX Text
4040
AutoCAD SHX Text
45

STANDARD CONSTRUCTION DETAILSTRAFFIC

DATE:AUG 2018

REV DATE: SHEET :SD-T05

PAVEMENT MARKING PATTERNSSOLID LINES & BROKEN LINES

DEPARTMENT OF ENGINEERINGCITY OF ALLEN

AutoCAD SHX Text
CENTER LINE OR LANE LINE
AutoCAD SHX Text
BROKEN LINES
AutoCAD SHX Text
AUXILIARY OR LANEDROP LINE
AutoCAD SHX Text
SOLID LINES
AutoCAD SHX Text
EDGE LINE OR SINGLE NO-PASSING LINE
AutoCAD SHX Text
WIDE LINE
AutoCAD SHX Text
TYPE I-C, I-A OR II-A-A
AutoCAD SHX Text
TYPE W OR Y BUTTONS
AutoCAD SHX Text
RAISED PAVEMENT MARKERS
AutoCAD SHX Text
RAISED PAVEMENT MARKERS
AutoCAD SHX Text
REFLECTORIZED PAVEMENT MARKERS
AutoCAD SHX Text
TYPE W BUTTONS
AutoCAD SHX Text
TYPE II-C-R
AutoCAD SHX Text
RAISED PAVEMENT MARKERS
AutoCAD SHX Text
RAISED PAVEMENT MARKERS
AutoCAD SHX Text
REFLECTORIZED PAVEMENT MARKERS
AutoCAD SHX Text
RAISED PAVEMENT MARKERS
AutoCAD SHX Text
NOTE: BUTTON STRIPPING SHALL ONLY BE USED AT ENGINEERS APPROVAL
AutoCAD SHX Text
WHITE
AutoCAD SHX Text
WHITE OR YELLOW
AutoCAD SHX Text
WHITE
AutoCAD SHX Text
TYPE II-C-R
AutoCAD SHX Text
WHITE OR YELLOW
AutoCAD SHX Text
TYPE II-C-R OR II-A-A (WHEN REQUIRED)
AutoCAD SHX Text
TYPE II-C-R OR II-A-A

FOR

PO

STED

SPE

ED O

N R

OAD

BEI

NG

MAR

KED

EQ

UAL

TO

OR

GR

EATE

R T

HAN

45

MPH

YIEL

D L

INES

FOR

PO

STED

SPE

ED O

N R

OAD

BEI

NG

MAR

KED

EQ

UAL

TO

OR

LES

S TH

AN 4

0 M

PH

RAI

SED

PAV

EMEN

T M

ARKE

RS

TYPE

I (T

OP

VIEW

)TY

PE II

(TO

P VI

EW)

AA

AA

STANDARD CONSTRUCTION DETAILSTRAFFIC

DATE:AUG 2018

REV DATE: SHEET :SD-T06

RAISED PAVEMENT MARKERS& YIELD LINESDEPARTMENT OF ENGINEERING

CITY OF ALLEN

AutoCAD SHX Text
REFLECTORIZED SURFACE
AutoCAD SHX Text
REFLECTORIZED SURFACE
AutoCAD SHX Text
35° MAX-25° MIN
AutoCAD SHX Text
ADHESIVE
AutoCAD SHX Text
ROADWAY SURFACE

GUARD RAIL DETAIL

FRONT ELEVATIONTYPE IIITHE THREE RAILS ON TYPE IIIBARRICADES SHALL BE REFLECTIVERED AND WHITE STRIPES ON ONESIDE FACING ONE WAY TRAFFIC ANDBOTH SIDES FOR TWO WAY TRAFFIC.STRIPE WIDTH = 6"

GROUND

TYPE IIIPERMANENT BARRICADE DETAILCITY OF ALLEN

AutoCAD SHX Text
1 " SQUARE 12" SQUARE PERFORATED TUBING
AutoCAD SHX Text
38" X3" TAP BOLT,38" HEX NUT, 38" I.D. FLAT WASHER
AutoCAD SHX Text
UNREINFORCED CONCRETE FOOTING
AutoCAD SHX Text
UNREINFORCED CONCRETE FOOTING
AutoCAD SHX Text
1 " SQUARE, 34" SQUARE, PERFORATED TUBING SLEEVE (TYP.)
AutoCAD SHX Text
STANDARD CONSTRUCTION DETAILS TRAFFIC
AutoCAD SHX Text
DATE: SEPT 1991
AutoCAD SHX Text
REV DATE: MAY 2017
AutoCAD SHX Text
SHEET : SD-T07
AutoCAD SHX Text
DEPARTMENT OF ENGINEERING

ROADCLOSED

A

B

C

TYPE SIGN

ON

E LA

NE

B B

XXMPH

CW1-3

CW13-1

CW6-2

R11-2

SYMBOL DESCRIPTION

CHANNELING DEVICE

TYPE III BARRICADE

WORK AREA

* - DIMENSIONS MAY VARY.

10'

CEN

TER

TO

CEN

TER

500'

500'

C

40' C

ENTE

R T

O C

ENTE

R

A A

XX -TO BE DETERMINED BY ENGINEER.

STANDARD CONSTRUCTION DETAILSTRAFFIC

DATE:JUNE 2005

REV DATE:AUG. 2006

SHEET :SD-T08

TYPICAL APPLICATION TOTRANSITION ACROSSA MEDIAN OPENINGDEPARTMENT OF ENGINEERING

CITY OF ALLEN

LEFTLANE

CLOSEDAHEAD

LEFTTWO LANES

CLOSEDAHEAD

ROADWORKAHEAD

A

B

C

D

D

D

A A

C C

B B

B B

TYPE SIGN SYMBOL DESCRIPTION

CHANNELING DEVICE

SIGN MOUNT

WORK AREA

POSTEDSPEED(MPH)

"X" SIGNSPACINGS

(FEET)

30 or LESS 12035 16040 24045 32050 40055 50060 60065 70070 800

"L" TAPERLENGTH(FEET)

180245320540600660720780840

* TAPER LENGTH MAY BE REDUCEDIF OFFSET IS LESS THAN 12 FEET.

XX

XL

X

2LL

1 2L M

INIM

UM

STANDARD CONSTRUCTION DETAILSTRAFFIC

DATE:JUNE 2005

REV DATE:AUG. 2006

SHEET :SD-T09

TWO LANE- LANE CLOSUREDEPARTMENT OF ENGINEERING

CITY OF ALLEN

LEFTLANE

CLOSEDAHEAD

ROADWORKAHEAD

A

C

D

D

A A

C C

A A

TYPE SIGN

SYMBOL DESCRIPTION

CHANNELING DEVICE

SIGN MOUNT

WORK AREA

POSTEDSPEED(MPH)

"X" SIGNSPACINGS

(FEET)

30 or LESS 12035 16040 24045 32050 40055 50060 60065 70070 800

"L" TAPERLENGTH(FEET)

180245320540600660720780840

* TAPER LENGTH MAY BE REDUCEDIF OFFSET IS LESS THAN 12 FEET.

XX

L1 2L

MIN

IMU

MX

STANDARD CONSTRUCTION DETAILSTRAFFIC

DATE:FEB. 2007

REV DATE:JUNE 2011

SHEET :SD-T10

ONE LANE- LANE CLOSUREDEPARTMENT OF ENGINEERING

CITY OF ALLEN

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STANDARD CONSTRUCTION DETAILSTRAFFIC

DATE:FEB. 2007

REV DATE:AUGUST 2020

SHEET :SD-T11

9" STREET NAME BLADE

DEPARTMENT OF ENGINEERINGCITY OF ALLEN

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3C71

TEXT

VOLL

KOR

N

2.2"9.8"

2.2"

R1.5"

STANDARD CONSTRUCTION DETAILSTRAFFIC

DATE:FEB. 2007

REV DATE:AUGUST 2020

SHEET :SD-T12

18" & 30" OVERHEAD/MAST ARM STREET NAME BLADEDEPARTMENT OF ENGINEERING

CITY OF ALLEN

TRAFFIC / REGULATORY SIGNS SHALL BE 0.080 GAUGE ANODIZEDALUMINUM. ALL FOUR-SIDED SIGNS SHALL HAVE 1.5-INCH RADIUSCORNERS. ALL SIGNS SHALL BE EC FILM OVER TYPE XI (DG-3) SHEETING.ALL SIGN SIZES AND FONTS SHALL CONFORM TO LATEST VERSION OFTEXAS MUTCD. ALL GROUND MOUNTED SIGNS SHALL BE GALVANIZED12-GAUGE YIELDING BREAKAWAY GROUND MOUNTED SIGN SYSTEM. THESYSTEM SHALL CONSIST OF THE FOLLOWING THREE ELEMENTS. 1) 12-FOOTLONG 2-INCH SQUARE POLES WITH HOLES. 2) 30-INCH LONG 2.25-INCHSQUARE BASE, AND 3) 18-INCH LONG 2.5-INCH SQUARE SLEEVE.

RIVETS FOR SIGN INSTALLATION SHALL MEET THE FOLLOWINGCHARACTERISTICS:

HEAD DIAMETER = 1"LENGTH = 58"STEM DIAMETER = 38"

STOP SIGNS SHALL BE 30-INCHES OR LARGER.

YIELD SIGNS SHALL BE 36-INCHES OR LARGER.YIELD

STOP

SPEEDLIMIT

30

ALL WARNING SIGNS SHALL BE TYPE XI (DG3)FLOURESCENT YELLOW SHEETING. ALL PEDESTRIANCROSSING SIGNS SHALL BE TYPE XI (DG3)FLOURESCENT YELLOW GREEN SHEETING.

STANDARD CONSTRUCTION DETAILSTRAFFIC

DATE:FEB. 2010

SHEET :SD-T13

REGULATORY SIGNSDEPARTMENT OF ENGINEERING

REV DATE:AUGUST 2020

CITY OF ALLEN

STANDARD CONSTRUCTION DETAILSTRAFFIC

DATE:MARCH 2011

SHEET :SD-T14

45° PARKINGDEPARTMENT OF ENGINEERING

CITY OF ALLEN

AutoCAD SHX Text
CURB
AutoCAD SHX Text
MANEUVERING AISLE

STANDARD CONSTRUCTION DETAILSTRAFFIC

DATE:MARCH 2011

SHEET :SD-T15

60° PARKINGDEPARTMENT OF ENGINEERING

CITY OF ALLEN

AutoCAD SHX Text
MANEUVERING AISLE
AutoCAD SHX Text
CURB

STANDARD CONSTRUCTION DETAILSTRAFFIC

DATE:MAY 2020

SHEET :SD-T16

DEAD END DRIVE AISLEDEPARTMENT OF ENGINEERING

CITY OF ALLEN

AutoCAD SHX Text
NO PARKING SIGN
AutoCAD SHX Text
WHEEL STOP
AutoCAD SHX Text
TURN AROUND AREA TO BE STRIPED FOR NO PARKING
AutoCAD SHX Text
DEAD END DRIVE AISLE
AutoCAD SHX Text
CURB