section sheet pcn no. job # 44 nd north … nd department of transportation _____ approved date...

DESIGNERS

ND DEPARTMENT OF TRANSPORTATION

__________________________________________

APPROVED DATE _________________________

WILLISTONMINOT

DICKINSON

BISMARCK

LAKE

DEVILS

CITY

VALLEY

FORKS

GRAND

FARGO

C A S S

7

5

4 3

1M O R T O N

2 8

F O R K S

G R A N D

6

D I V I D E

W I L L I A M S

B U R K E

M O U N T R A I L

R E N V I L L E

W A R D

B O T T I N E A U

M C H E N R Y

M C L E A N

M E R C E R

D U N N

M C K E N Z I E

B I L L I N G S

G O L D E N V A L L E Y

S L O P E

B O W M A N A D A M S

H E T T I N G E R

S T A R K

G R A N T

S I O U X

O L I V E R

E M M O N S

B U R L E I G H

M C I N T O S H

L O G A N

K I D D E R

S H E R I D A N

P I E R C E

R O L E T T E

T O W N E R

B E N S O N

W E L L S

S T U T S M A N

L A M O U R E

D I C K E Y

B A R N E S

G R I G G S

F O S T E R

E D D Y

R A M S E Y

C A V A L I E RP E M B I N A

W A L S H

N E L S O N

S T E E L E

T R A I L L

R A N S O M

S A R G E N T

R I C H L A N D

Fargo District

Lyle Landstrom/s/

Bob Walton /s/

12/29/17

GRAND

FORKS

GO

LD

EN

VA

LLE

Y

CASS

RIC

HLA

ND

RANSOM

SARGENTDICKEY

LA MOURE

BARNES

KIDDER

LOGAN

MC IN

TOSH

BU

RLEIG

H

MORTON

GRANT

SIOUXADAMS

HETTINGER

SLOPE

BOWMAN EM

MO

NS

OLIVER

MERCER

STARKBIL

LIN

GS

DUNN

MC KENZIE

MC LEAN

SHERID

AN

WELLS

EDDY

FOSTER

GRIG

GS

STEELE

TRAILL

DIVIDE

WILLIAMS

BURKE

MO

UNTR

AIL

RE

NVIL

LE

WARD

MC H

EN

RY

BOTTINEAU

ROLLE

TTE

TO

WNER

CAVALIER

RA

MSEY

WALSH

PE

MBIN

A

NELS

ONBENSONP

IER

CE

STUTSMAN

STATE COUNTY MAP

STATE PROJECT NO.

ND

PCNNO.

SHEET

NO.

SECTION

DEPARTMENT OF TRANSPORTATION

NORTH DAKOTA

__________________________________________

APPROVED DATE _________________________

engineer under the laws of the state of ND.

and that I am a duly registered professional

prepared by me or under my direct supervision

I hereby certify that the attached plans were

12/29/2017 llandstr G:\PROJECT\District Striping\2018\001TS_001_TitleSheet.dgn11:17:38 AM

of Transportation

North Dakota Department

document is stored at the

on and the original

PE- ,

Registration Number

issued and sealed by

This document was originally

JOB #

GROSS MILES NET MILES PROJECT NUMBER \ DESCRIPTION

effective on the date the project is advertised.

Department of Transportation and the Supplemental Specifications

2014 Standard Specifications adopted by the North Dakota

GOVERNING SPECIFICATIONS:

11HES-8-999(039)

12/29/17

22027

HES-8-999(039)

Traill, Cass, Ransom, Richland, and Sargent Counties

Pavement Marking

NDDOT Fargo District

HES-8-999(039)

Lyle Landstrom/s/

4079

Lyle landstrom /s/

12/29/17

44

STATE PROJECT NO.SECTION

NO.SHEET

NO.

12/28/2017 9:36:47 AM llandstr

ND 2HES-8-999(039)TABLE OF CONTENTS 1

.. .. ....

Section Page(s) Description

PLAN SECTIONS

1 Title Sheet1

2 Table of Contents1

4 Scope of Work1

6 Notes1

8 Quantities1

11 Data Tables1 - 3

120 Pavement Marking1 - 7

Number Description

LIST OF STANDARD DRAWINGS

NDDOT AbbreviationsD-101-1



Line StylesD-101-20

Line StylesD-101-21

SymbolsD-101-30

SymbolsD-101-31

SymbolsD-101-32

Breakaway Systems For Construction Zone Signs - Perforated TubeD-704-7

Breakaway Systems For Construction Zone Signs - U-Channel PostD-704-8

Construction Sign Details - Terminal And Guide SignsD-704-9

Construction Sign Details - Regulatory SignsD-704-10

Construction Sign Details - Warning SignsD-704-11

Construction Sign Punching And Mounting DetailsD-704-14

Road Closure LayoutsD-704-15

Lane Closures On Urban Streets LayoutsD-704-25

Traffic Control Plan For Moving OperationsD-704-27

Pavement Marking Message DetailsD-762-1

Interstate Pavement Marking 4 Lane Divided HighwayD-762-2

Pavement MarkingD-762-4

Pavement Marking for Standard 90 Degree Flared Intersection-(No Center Left Turn Lane on Major Road)D-762-5

Pavement Marking for Standard 90 Degree Flared Intersection-(Center Left turn Lane on Major Road)D-762-6

Number Description

SPECIAL PROVISIONS

SP 595(14) Polyurea Pavement markings (PPM)Polyurea Pavement Markings (PPM)

T R

A I

L L

LIS

BO

N

FO

RM

AN

EL

LIO

TT

FO

RT

RA

NS

OM

EN

DE

RL

IN

SH

EL

DO

N

GW

INN

ER

MIL

NO

R

CO

GS

WE

LL

CA

YU

GA

RU

TL

AN

D

HA

VA

NN

A

CH

RIS

TIN

E

WA

LC

OT

T

CO

LF

AX

AB

ER

CR

OM

BIE

DW

IGH

T

MO

OR

ET

ON

BA

RN

EY

WY

ND

ME

RE

MA

NT

AD

OR

GR

EA

T B

EN

D

FA

IRM

OU

NT

PA

GE

AY

R

BU

FF

AL

O

CIT

Y

TO

WE

R

AL

ICE

LE

ON

AR

DK

IND

RE

D

DA

VE

NP

OR

T

HO

RA

CE

CA

SS

EL

TO

N

MA

PL

ET

ON

GR

AN

DIN

GA

RD

NE

R

HU

NT

ER

AR

TH

UR

AM

EN

IA

HA

RW

OO

D

CL

IFF

OR

D

GA

LE

SB

UR

G

PO

RT

LA

ND

MA

YV

ILL

E

BU

XT

ON

HA

TT

ON

R I

C H

L A

N D

R A

N

S

O

M

S A

R G

E N

T

T R

A I

L L

HIC

KS

ON

HIL

LS

BO

RO

FA

RG

O

WA

HP

ET

ON

WE

ST

FA

RG

O

C A

S S

81

10

10

LID

GE

RW

OO

D

Work Areas

15

FA

RG

O D

IS

TR

IC

T

ND

DO

T

Omit for construction

Ap

pro

x R

P 7

5.5

to

RP

76

Coordinate with construction

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

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PE- ,

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4 1

Scope of W ork

HES-8-999(039)

4079

12/29/2017

Lyle landstrom /s/

work. Segments may be removed or added pending additional projects being bid or not being bid

Engineer or Assistant Disrtict Engineer to assure that segments of highways are cleared for

100-P01 COORDINATION: At least one week before beginning work, contact the District

used.

that are found during the course of this project. It is anticipated that additional quantities will be

all of them prior to the construction season. The intent is to remark any worn pavement markings

Although the plans have identified specific locations to be remarked, it is difficult to determine

762-PO3 REPLACEMENT OF PAVEMENT MARKINGS NOT IDENTIFIED IN THE PLANS

existing markings in the contract unit prices for grooved markings.

complete, remove the portion that remains. Include the cost of removing

If portions of the existing marking remain in place after grooving is

762-P01 PREFORMED PATTERNED PAVEMENT MARKING - GROOVED:

If wider markings are installed, the length will be multiplied by the width and divided by 4.

Installation based on a 4 inch wide line, one mile long.

meet the requirements of Section 762.03 "Materials". The Engineer will measure Pavement Marking

Section 762.04 C.2, "Water Based Paint". Use water based pavement marking paint materials that

762-P02 PAVEMENT MARKING INSTALLATION: Install water based pavement markings as specified in

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

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PE- ,

Registration Number



4079

1

Plan Notes

12/29/2017

HES-8-999(039)

Lyle Landstrom /s/

6

ESTIMATE OF QUANTITIESSTATE PROJECT NO. SECTION

NO.SHEETNO.

ND 8 HES-8-999(039) 1

SPEC CODE ITEM DESCRIPTION UNIT MAINLINE TOTAL---- ---- ---------------- ---- ------------ -----

103 0100 CONTRACT BOND L SUM 1 1

702 0100 MOBILIZATION L SUM 1 1

762 0107 PVMT MK INSTALLATION MILE 1,485.9 1,485.9

762 0110 EPOXY PVMT MK 4IN LINE-GROOVED LF 283,450 283,450

762 0113 EPOXY PVMT MK 4IN LINE LF 21,822 21,822

762 0122 PREFORMED PATTERNED PVMT MK-MESSAGE(GROOVED) SF 150 150

762 0854 POLYUREA PVMT MK 4IN LINE LF 11,010 11,010

762 1124 PVMT MK PAINTED 24IN LINE LF 3,120 3,120

762 1305 PREFORMED PATTERNED PVMT MK 4IN LINE-GROOVED LF 4,731 4,731

762 1309 PREFORMED PATTERNED PVMT MK 8IN LINE-GROOVED LF 1,012 1,012

762 1325 PREFORMED PATTERNED PVMT MK 24IN LINE-GROOVED LF 634 634

ESTIMATE NUMBER: 18146 RUN DATE: 12/28/2017 TIME: 14:49:31

ESTIMATED QUANTITIES

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

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PE- ,

Registration Number



4079

11

1

Pavement Marking

Summary

HES-8-999(039)

Lyle Landstrom /s/

12/29/2017

ESTIMATED QUANTITIES

Paint Rural Interchanges

52 Rural Interstate ramps x 60 LF = 3120 LF.

24 In Stop Bars:

338 Westbound, 340 WestboundI-94 Exits: 314, 317, 320, 322, 324, 328, 331 Westbound,

79 Northbound, 86 Northbound, 92, 100, 104, 111, 118

I-29 Exits: 1, 2, 8,15, 23, 26, 31, 37, 42, 56, 69, 72,

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

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on and the original

PE- ,

Registration Number



4079

11

2

Pavement Marking

Summary

HES-8-999(039)

Lyle Landstrom /s/

12/29/2017

I-29 GENERAL REPLACEMENT - GROVVED EPOXY

I-29 WHITE CENTERLINE SKIPSPREFORMED PATTERN PAVEMENT MARKING

LOCATIONS NOT SHOWN ON PLAN SHEETSPREFORMED PATTERN PAVEMENT MARKING - GROOVED

TRUCK PARKING AND WEIGH STATION AREASEPOXY PAVEMENT MARKING 4 IN LINE

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

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PE- ,

Registration Number



4079

11

3

Preformed, Epoxy, MME

Quantities

Pavement Markings

HES-8-999(039)

Lyle Landstrom /s/

12/29/2017

13th Ave. S.

Main Ave.

Sta 3439+00

End Project

Signal

End ProjectSta 3439+00

Sheet

Piling

Sheet

Piling

Sheet

Piling

12th Ave. N.

20 ’10 ’10 ’

Pavement MarkingExisting 4" x 10 Preformed Patterned

RP 66.085

RP 64

APPLICATION AREA

North and South Bound

Direction of travel.

Direction of travel.

and taper area skips shall not be modified.

The existins white and yellow edgelines, gore area lines,

Only the existing lane separation lines will be treated.

marking applications using non-reflective media.

The black marking shall be Polyurea made for pavement

Notes:

BLACK CONTRAST MARKING DETAIL

MarkingNew 4" x 10’ Polyurea Black Pavement

TOTAL 11010 LF

762 0854 POLYUREA PVMT MARKING 4 IN LINE

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

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Registration Number



4079

120

BLACK CONTRAST

TEST SECTION

1HES-8-999(039)

Lyle Landstrom /s/

Revised 01/19/17

POLYUREA

12/29/2017

ND 11

ND 32

Access Rd

42’

ND 11

2nd St

10’

12’

13.5’

5’

+38

10’

+61

14’

4’

15’

12’ 14’

13.5’

9’

18’

12’

1’

18’

2’

12’ 12’

3’21’

24’

+63

46’

2’

4" white edge line

line (4" between)

Double 4" yellow barrier

TOTAL

TOTAL

8" White channel line

24" White Stop Line

edge line

4" White median island

19 LF

24" White Stop Bar

16 LF

24" White Stop Bar

2 @ 140 = 280 LF

Double Yellow Barrier Line

38 LF

8" White channel Line

12 LF

24" White Stop Bar

104 LF

4" White Channel Line

100 LF


232 LF

8" White Channel Line 2 @ 16 SF = 32 SF

RT. Turn Arrow

2 @ 171 LF = 342 LF

4" Double Yellow Barrier Line

171 LF


2 @ 16 SF = 32 SF

LT. Turn Arrow

27 LF

24" White Stop Bar

2 @ 46 LF = 92 LF

4" Double Yellow Centerline

2 @ 440 LF = 880 LF

4" Double Yellow Barrier LIne

1594 LF

204 LF

1798 LF

441 LF

74 LF

Right arrow (2)

Left arrow (2)

32 SF

32 SF

64 SF

for ND 11 in the Pavement Marking Summary Sheets

4" Edgelines are paint and included in the quatities listed

Note:

PREFORMED PATTERNED PVMT MK 4 IN LINE (GROOVED)

PREFORMED PATTERNED PVMT MK 8IN LINE (GROOVED)


PREFORMED PATTERNED PVMT MK MESSAGE (GROOVED)

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

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PE- ,

Registration Number



4079

HES-8-999(039) 120

PAVEMENT MARKING

JCT ND 11 & ND 32

FORMAN ND

2

Lyle Landstrom

12/29/2017

10:1 Taper

10:1 Taper

+67

+67

+20

47’

10:1 Taper

10:1 Taper

+20

47’

+34

+34

12’12’

12’

198’

199’

ND 11

ND 32

4" white edge line

4" white edge line

4" white edge line

4" white edge line

42 LF24" White Stop Bar

47 LF8" White Channel Line

for ND 11 in the Pavement Marking Summary sheet. 4" Centerline and Edgeline are included with the quantites listed Note:



8" White Channel Line 47.0 LF

24" White Stop Line 42.0 LF

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

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PE- ,

Registration Number



4049

HES-8-999(039) 120

Pavement Marking

S. Jct ND 11 & ND 32

ND 11 RP 129.467

3

Lyle Landstrom

12/29/2017

168th St S

E

ND Hwy 11

Richla

nd

County 1

24’

24’14’

12’

12’

14’

2’

2’

24’

12’

196’

18’

10’

18’14’

14’

49’

+41

6’ radius

Edge of pavement

+20 +72

+14

+66

+80

pavement markings

Match with existing

(basis of estimate)

4" white edge line

(basis of estimate)

4" white edge line

8" white line

8" white line

+78

8" white line

34 LF

24" White Stop Bar

Remove & Replace

186 LF

4" White Edgeline

Remove & Replace

124 LF

4" White Edgeline

Remove & Replace

30 LF

24" White Stop Bar

Remove and Replace

PREFORMED PATTEREND PVMT MK 4IN LINE - (GROOVED)

310 LF

PREFORMED PATTEREND PVMT MK MESSAGE - (GROOVED)

64 LF24" White Stop Bars

replacement. 8" channel line and arrows are preformed and do not need

Marking Summary sheet. quantities listed for ND 11 in the Pavement4" centerline and barrier lines are included in the Note:


10:1

12/29/2017 G:\PROJECT\District Striping\2018\Hankinson!andRC1.dgn

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

of Transportation



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PE- ,

Registration Number



120 4

4079

HES-8-999(039)

Pavement Marking Layout

Hankinson Jct CR 1

ND Hwy 11

Lyle landstrom

12/29/2017

ND Hwy 11

12’

14’

12’

79’

24’

93rd St SE

2’

2’

12’

187.5’

fronta

ge road

18’14’

18’

14’

15’

48’

Edge of pavement

+65 +16+50

+02

4" double yellow barrier line

(basis of estimate)

4" white edge line

8" white line

158 LF


15 LF

8" White Channel line

Remove & Replace

147 LF

4" White channel Lines

Remove & Replace

186 LF


Remove and Replace

30 LF

24" Stop Bars

Remove & Replace

replacement. 8" channel line and arrows are preformed and do not need

Marking Summary sheet. quantities listed for ND 11 in the Pavement4" centerline and barrier lines are included in the Note:


333 LF

PREFORMED PATTEREND PVMT MK MESSAGE - (GROOVED)

30 LF24" White Stop Bars



15 LF8" White Channel Line

158 LF4" Yellow Centerline

10:1

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STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

of Transportation



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Registration Number



120

5

4079

HES-8-999(039)

Pavement Marking Layout

RP 166.715

ND Hwy 11

Lyle Landstrom

12/29/2017

100 LF


182 LF

4" White Edge Line

2 @ 16 SF = 32 SF

Right Turn Arrows

2@100 LF = 200 LF


24" x 6’ x 22 = 132 LF

6 ’ Continental Crosswalk

65 skips at 10’ = 650 LF

4" Yellow Centerline

approx, RP 402.6 to RP 403.23.

4" Yellow centerline skips are within the limits of the curb and gutter section.

Note:

4" YELLOW CENTERLINE

4" WHITE EDGELINE

850 LF

182 LF

TOTAL 1032 LF

8" CHANNEL LINE 100 LF

32 SF(2) RT. TURN ARROWS

132 LF22 X 6 FT

PREFORMED PATTERNED PVMT MK 4 IN LINE (GROOVED)PREFORMED PATTERNED PVMT MK MESSAGE (GROOVED)


PREFORMED PATTERNED PVMT MK 24 IN (GROOVED)

60’

ND 200

1st

Avenue

NE

Cale

donia

Avenue

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

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4079

HES-8-999(039) 120

PAVEMENT MARKING

ND 200 RP 402.9

HILLSBORO ND

6

Lyle Landstrom

12/29/2017

ONLY

ONLY

ONLY

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

PointReference East Bound

24’

330’

(Paint entire perimeter)4" white median island edge line

9’50’

60’

20’

32’

24’

Sec. Line

330’240’

150’

20:1

20:1

240’

4" white skip line10’

8’

30’

8’

46.7’ 8’ 44’ 8’

44’ 8’ 44’

14’

8’

14’

12’

Rt. Lt.

389.131

389.063

388.639

388.517

388.311

387.912

387.639

387.536

386.636

385.636

384.636

383.679

382.677

381.671

8" white channel line

section are paint and require repainting.not need replacement. The 8" right tiurn lanes on the asphaltsection are marked in Grooved preformed tape and doThe 8" Right Turn Lane Channel lines on the concrete Paint entire median perimeter.

Note:

X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

Turn Lane Locations

West Bound

RemarksRt. Lt.

Westbound is asphalt section

Paint 8" line on westbound asphalt section

Paint 8" line on westbound asphalt section

Total = 10,873 LF or 2.059 Miles

2 8" Channel lines x 362’ x 2 = 724 LF17 Lt. Turn Lanes x 597 ft = 10149 LFPavement Marking Painted 4IN Line

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

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PE- ,

Registration Number



4079

120

Pavement Marking

ND13

I-29 to Wahpeton

HES-8-999(039)

Lyle Landstrom /s/

7

12/29/2017

or `

Abn abandoned

Abut abutment

Ac acres

Adj adjusted

Aggr aggregate

Ahd ahead

ARV valve releaseair

Align alignment

Al alley

Alt alternate

Alum aluminum

ADA Act Disabilities withAmericans

A ampere

& and

Appr approach

Approx approximate

ACP pipe cementasbestos

Asph asphalt

AC cementasphalt

Assmd assumed

@ at

Atten attenuation

ATR recorder trafficautomatic

Ave Avenue

Avg average

ADT traffic dailyaverage

Az azimuth

Bk back

BF faceback

Bs backsight

Balc balcony

WireB wirebarbed

Barr barricade

Btry battery

Brg bearing

BI inletbeehive

Beg begin

BM markbench

Bkwy bikeway

Bit bituminous

Blk block

FtBd feetboard

BH holebore

BS sidesboth

Bot bottom

Blvd Boulevard

Bndry boundary

BC capbrass

Brkwy breakaway

Br bridge

Bldg building

BV valvebutterfly

Byp bypass

GdrlC guardrailcable

Calc calculate

Cd candela

CIP pipe ironcast

CB basincatch

CRS setting rapidcationic

GdC guardcattle

C ToC center tocenter

Cl centerline

Cm centimeter

Ch chain

Chnlk chain-link

BlkCh blockchannel

ChCh changechannel

Chk check

Chsld chiseled

Cir circle

Cl class

Cl clay

FCl fillclay

HvyCl heavyclay

LmCl loamclay

Clnt clean-out

Clr clear

Cl&gr grubbing &clearing

SCo slackcoal

Comb. combination

Coml commercial

Compr compression

CADD design & drafting aidedcomputer

Conc concrete

Cond conductor

Const construction

Cont continuous

CSB sample barrel splitcontinuous

Contr contraction

Contr contractor

CP pointcontrol

Coord coordinate

Cor corner

Corr corrected

CAES section end aluminumcorrugated

CAP pipe aluminumcorrugated

CMES section end metalcorrugated

CMP pipe metalcorrugated

CPVCP pipe chloride poly-vinylcorrugated

CSES section end steelcorrugated

CSP pipe steelcorrugated

C coulomb

Co County

Crse course

GrC gravelcourse

CS sandcourse

Ct Court

Xarm armcross

Xbuck buckcross

Xsec sectionscross

Xing crossing

Xrd Crossroad

Crn crown

CF feetcubic

M3 metercubic

M3/s second per meterscubic

CY yardcubic

Cy/mi mile per yardscubic

Culv culvert

C&G gutter &curb

CI inletcurb

CR rampcurb

CS spiral tocurve

C cut

LdDd loaddead

Defl deflection

Defm deformed

D orDeg degree

Dlnt delineate

Dlntr delineator

Depr depression

Desc description

Det detail

DWP panel warningdetectable

Dtr detour

Dia diameter

Dir direction

Dist distance

DM materialdisturbed

DB blockditch

DG gradeditch

Dbl double

Dn down

Dwg drawing

Dr drive

Drwy driveway

DI inletdrop

D densitydry

Ea each

Esmt easement

E East

EB Eastbound

Elast elastomeric

EL lockerelectric

MtrE meterelectric

Elec electric/al

EDM meter distanceelectronic

El orElev elevation

Ellipt elliptical

Emb embankment

Emuls emulsion/emulsified

ES sectionend

Engr engineer

ESS station sensorenvironmental

Eq equal

Eq equation

Evgr evergreen

Exc excavation

Exst existing

Exp expansion

Expy Expressway

E curve ofexternal

Extru extruded

FOS safety offactor

F Fahrenheit

FS sidefar

F farad

Fed Federal

FP pointfeed

Ft feet/foot

Fn fence

PFn postfence

FO opticfiber

FB bookfield

FD drivefield

F fill

FAA angularity aggregatefine

FS sandfine

FH hydrantfire

Fl flange

Flrd flared

FES section endflared

BcnF beaconflashing

FA sample augerflight

FL lineflow

Ftg footing

FM mainforce

Fs foresight

Fnd found

Fdn foundation

Frac fractional

Frwy freeway

Frt front

FF facefront

DispF dispenserfuel

Ð

lack of description, location accuracy or purpose. an unknown characteristic, potentially based on: of existing features. It indicates a feature that has This is a special text character used in the labeling

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



NDDOT ABBREVIATIONS D-101-1

07-01-14

2930

Roger Weigel,

07/01/14

FFP pipes fillerfuel

FLS sensor leakfuel

Furn furnish/ed

Gal gallon

Galv galvanized

Gar garage

LGs linegas

RegG regulator linegas

GMV valve maingas

MtrG metergas

GSV valve servicegas

GVP pipe ventgas

GV valvegate

Ga gauge

Geod geodetic

GIS System InformationGeographical

G giga

GPS System PositioningGlobal

Gov government

Grd graded/grade

Gr gravel

Grnd ground

GWM monitor waterground

Gdrl guardrail

Gtr gutter

PlgH pilingH

Hdwl headwall

Ha hectare

Ht height

HI instrument ofheight

Hel helical

H henry

Hz hertz

HDPE polyethylene densityhigh

HM masthigh

HP pressurehigh

HPS sodium pressurehigh

Hwy highway

Hor horizontal

HBP pavement bituminoushot

Hr hour(s)

Hyd hydrant

Ph content ionhydrogen

Id identification

" orIn inch

Incl tubeinclinometer

IMH manholeinlet

ID diameterinside

Inst instrument

Intchg interchange

Intmdt intermediate

Intscn intersection

Inv invert

IM monumentiron

PnI PinIron

IP Pipeiron

Jt joint

J joule

Jct junction

K kelvin

Kn newtonkilo

Kpa pascalkilo

Kg kilogram

Kg/m3 meter cubic perkilogram

Km kilometer

K Kip(s)

LS (licensed) SurveyorLand

LSIT Training In SurveyorLand

Ln lane

Lg large

Lat latitude

Lt left

L curve oflength

Lens lenses

Lvl level

LB booklevel

Lvlng leveling

Lht light

LP polelight

Ltg lighting

CoLig coallignite

SlLig slacklignite

LF footlinear

Liq liquid

LL limitliquid

L litre

Lm loam

Loc location

LC chordlong

Long. longitude

Lp loop

LD detectorloop

Lm lumen

Lum luminaire

SumL sumlump

Lx lux

ML linemain

HrM hourman

MH manhole

Mkd marked

Mkr marker

Mkg marking

MA armmast

Matl material

Max maximum

MC cornermeander

Meas measure

Mdn median

MD drainmedian

MC curingmedium

M mega

Mer meridian

M meter

M/s second permeters

M curve of ordinatemid

Mi mile

MM markermile

MP postmile

Ml milliliter

Mm millimeter

Mm/hr hour permillimeters

Min minimum

Misc miscellaneous

Mon monument

Mnd mound

Mtbl mountable

Mtd mounted

Mtg mounting

Mk muck

Mun municipal

N nano

NGS Survey GeodeticNational

NS sidenear

Neop neoprene

Ntwk network

N newton

N North

NE EastNorth

NW WestNorth

NB Northbound

# orNo. number

Obsc obscure(d)

Obsn observation

Ocpd occupied

Ocpy occupy

LocOff locationoffice

O/s offset

OC centeron

C consolidation dimensionalone

OC contentorganic

Orig original

O ToO out toout

OD diameteroutside

OH overhead

PMT transformer mountedpad

Pg pages

Pntd painted

Pr pair

Pnl panel

Pk park

PK nailParker-Kalon

Pa pascal

PSD distance sightpassing

Pvmt pavement

Ped pedestal

Ped pedestrian

PPP post pushbuttonpedestrian

Pen. penetration

Perf perforated

Per. perimeter

PL pipeline

Pl place

P&P profile &plan

PL limitplastic

Pl plate

Pt point

PCC curve compound ofpoint

PC curve ofpoint

PI intersection ofpoint

PRC curvature reverse ofpoint

PT tangent ofpoint

POC curve onpoint

POT tangent onpoint

PE polyethylene

PVC chloridepolyvinyl

PCC concrete CementPortland

# orLb pounds

PP polepower

Preempt preemption

Prefab prefabricated

Prfmd preformed

Prep preperation

Press. pressure

PRV valve reliefpressure

Prestr prestressed

Pvt private

PD driveprivate

Prod. production/produce

Prog programmed

Prop. property

LnProp lineproperty

Ppsd proposed

PB boxpull

HMA hot mix asphalt


07-01-14

2930

Roger Weigel,

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



08/03/15

General Revisions 08-03-15

Qty quantity

Qtr quarter

R orRad radius

RR railroad

Rlwy railway

Rsd raised

RTP point traverserandom

R orRge range

RC curingrapid

Rec record

Rcy recycle

RPCC

Ref reference

MkrR markerreference

RM monumentreference

Refl reflectorized

RCB box concretereinforced

RCES section end concretereinforced

RCP pipe concretereinforced

RCPS sewer pipe concretereinforced

Reinf reinforcement

Res reservation

Ret retaining

Rev reverse

Rt right

R/W way ofright

Riv river

Rd road

Rdbd bedroad

Rdwy roadway

RWIS

Rk rock

Rt route

Salv salvage(d)

Sd sand

ClSdy claysandy

Lm ClSdy loam claysandy

FlSdy fillsandy

LmSdy loamsandy

San line sewersanitary

Sc scoria

Sec seconds

Sec section

SL linesection

Sep separation

Seq sequence

Serv service

Sh shale

Sht sheet

Shtng sheeting

Shldr shoulder

Sw sidewalk

S siemens

SD distancesight

Sig signal

ClSi claysilt

Lm ClSi loam claysilty

LmSi loamsilty

Sgl single

SC curingslow

SS settingslow

Sm small

S South

SE EastSouth

SW WestSouth

SB Southbound

Sp spaces

Spcl special

SP provisionsspecial

G gravityspecific

Spk spike

SC curve tospiral

ST tangent tospiral

SB sample barrelsplit

SH headsprinkler

SV valvesprinkler

Sq square

SF feetsquare

Km2 kilometersquare

M2 metersquare

SY yardsquare

Stk stake

Std standard

N test penetrationstandard

SpecsStd

Sta station

YdSta yardsstation

LStm linesteam

SEC concrete encasedsteel

SSD distance sightstopping

SD drainstorm

St street

SPP pipe platestructural

SPPA arch pipe platestructural

Str structure

Subd subdivision

Sub subgrade

PrepSub preperationsubgrade

Ss subsoil

SE superelevation

SS specificationsupplement

Supp supplemental

Surf surfacing

Surv survey

Sym symmetrical

SI

Tan tangent

T (semi)tangent

TS spiral totangent

Tel telephone

BTel BoothTelephone

PTel poletelephone

Tv television

Temp temperature

Temp temporary

TBM mark benchtemporary

T tesla

T sample tubethinwall

T/mi mile pertons

Ts topsoil

T orTwp township

Traf traffic

TSCB box control signaltraffic

Tr trail

Transf transformer

TB booktransit

Trans transition

TT towertransmission

Trans transverse

Trav traverse

TP pointtraverse

Trtd treated

Trmt treatment

Qc compressiontriaxial

TERO ordinance rights employmenttribal

Tpl triple

TP pointturning

Typ typical

Qu strength compressiveunconfined

Ugrnd underground

USC&G Survey Geodetic & CoastUS

USGS Survey GeologicUS

Util utility

VG guttervalley

Vap vapor

Vert vertical

VC curvevertical

VCP pipe clayvitrified

V volt

Vol volume

Wkwy walkway

W contentwater

WGV valve gatewater

WL linewater

WM mainwater

WMV valve mainwater

MtrW meterwater

WSV valve servicewater

WW wellwater

W watt

Wrng wearing

Wb weber

WIM

W west

WB westbound

Wrng wiring

W/ with

W/o without

WC cornerwitness

WGS

Z zenith

SA special assembly

SN sign number

RAP recycled asphalt pavement

recycled portland cement concrete

roadway weather information system

standard specifications

systems international

weigh in motion

world geodetic system

SMA stone matrix asphalt

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number




07-01-14

2930

Roger Weigel,

08/03/15

General Revisions 08-03-15

Edge Drain

Existing Electrical

Existing Fiber Optic Line

Existing TV Fiber Optic

Existing Gas Pipe

Existing Overhead Utility Line

Existing Power

Existing Fuel Pipeline

Existing Undefined Above Ground Pipe Line

Remove Line

Existing Telephone Line

Existing TV Line

Existing Water or Steam Line

Existing Under Drain

Under Drain

Wall Existing Slotted Drain

Existing Cemetary Boundary

Existing Box Culvert Bridge

Existing Concrete Surface

Existing Drainage Structure

Existing Gravel Surface

Existing Riprap

Existing Underground Vault or Lift Station

Existing Dirt Surface

Existing Conduit

Existing Conductor

Conductor

Fiber Optic

Existing Loop DetectorExisting Asphalt Surface

Existing Tie Point Line

Existing Railroad Centerline

Existing Guardrail Cable

Existing Guardrail Metal

Existing Edge of Water

Existing Down Guy Wire Down Guy

Existing Fence

Existing Railroad

Existing Sanitary Force Main

Existing Storm Drain

Existing Storm Drain Force Main

Fence

Existing Field Line

Exst Flow

Flow

Existing Culvert

Existing Curb

Existing Valley Gutter

Existing Driveway Gutter

Existing Curb and Gutter

Existing Mountable Curb and Gutter

Existing Double Micro Loop Detector

Micro Loop Detector Double

Existing Overhead Sign Structure

Existing Micro Loop Detector

Micro Loop Detector

Existing Overhead Sign Structure Cantilever

Existing Railroad Switch

Overhead Sign Structure Cantilever

24 Inch Pipe

Reinforced Concrete Pipe

Signal Head with Mast Arm

Existing Signal Head with Mast Arm

3-Cable w Posts

Existing 3-Cable w Posts

Site Boundary

Existing Berm, Dike, Pit, or Earth Dam

Existing Ditch Block

Gravel Pit - Borrow Area

Existing Tree Boundary

Existing Brush or Shrub Boundary

Existing Retaining Wall

Existing Planter or Wall

Retaining Wall (Plan View)

W-Beam w Posts

Existing W-Beam Guardrail with Posts

Existing Sanitary Sewer

Existing Wet Area-Vegetation Break

Existing Ground Void

Line Styles

2930

Roger Weigel,

D-101-20

07-01-14

09/23/16

Existing Utilities Proposed Utilities

Traffic Utilities

Proposed Topography

Existing Topography

Sign Structures

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



Organized by Functional Groups

Added and Revised Items, 09-23-16

Limits of Const Transition Line

Bale Check

Rock Check

Sight Distance Triangle Line

Small Hidden Object

Existing Ground

Existing Topsoil (Cross Section View)

Large Hidden Object

Geotextile Fabric Type D

Geogrid

Geotextile Fabric Type R

Geotextile Fabric Type R1

Geotextile Fabric Type RR

Geotextile Fabric Type S

Floating Silt Curtain

Centerline Pavement Marking

Barrier with Centerline Pavement Marking

Barrier Pavement Marking

Stripe 4 IN Dotted Extension White

Stripe 8 IN Dotted Extension White

Stripe 8 IN Lane Drop

Wetland Mitigation

Easement

Existing Concrete

Existing Easement

Existing Aggregate (Cross Section View)

Existing Curb and Gutter (Cross Section View)

Tangent Line

Hidden Object

Topsoil Profile

Subgrade, Subcut or Ditch Grade

Existing Asphalt (Cross Section View)

Existing Reinforcement Rebar

Existing State or International Line

Existing Quarter Section Line

Existing County

Existing Section Line

Existing Township

Centerline

Existing Centerline

Supplemental Contour

Right of Way

Existing Right of Way

Existing Right of Way Railroad

Failure Line

Existing Conditions

Existing Ground (Details)

Existing Sixteenth Section Line

Existing Right of Way Not State Owned

Phantom Object

Centerline Main

Excavation Limits

Existing Government Lot Line

Existing Adjacent Block Lines

Existing Adjacent Lot Lines

Existing Adjacent Property Line

Existing Adjacent Subdivision Lines

Subgrade Reinforcement

Silt Fence

Tie Bar at Random Spacing

Fiber Rolls

Doweled Joint

Tie Bar 30 Inch 4 Foot Center to Center

Tie Bar 18 Inch 3 Foot Center to Center

Depression Contours

Tree Row

Sheet Piling

Existing Wetland Easement USFWS

Existing Wetland Jurisdictional

Existing Wetland

Reservation Boundary

Existing City Corporate Limits or

Existing Ground Void (Not Surveyed)

Dimension Leader

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



Line Styles

2930

Roger Weigel,

09/23/16

D-101-21

07-01-14

Erosion Control

Environmental

Right Of Way

Geotechnical

StripingCross Sections and Typicals

Boundary Control

Pavement Joints

Countours

Profile

Organized by Functional Groups

Added and Revised Items, 09-23-16

Bridge Details

North Arrow (Half Scale)

Truck Mounted Attenuator

Type I Barricade

Type II Barricade

Type III Barricade

Catch Basin

Cairn or Stone Circle

Video Detection Camera

Storm Drain Cap or Stub

Corrugated Metal End Section 18 Inch






Concrete Foundation

Ground Connection Conductor

Neutral Connection Conductor

Phase 1 Connection Conductor

Phase 2 Connection Conductor

Traffic Cone

Signal Controller

Pad Mounted Signal Controller

Alignment Data Point

Emergency Vehicle Detector

Attenuation Device

Diamond Grade Delineator Type A

Diamond Grade Delineator Type B

Diamond Grade Delineator Type C

Diamond Grade Delineator Type D

Diamond Grade Delineator Type E

Flexible Delineator

Flexible Delineator Type A

Flexible Delineator Type B

Flexible Delineator Type C

Flexible Delineator Type D

Flexible Delineator Type E

Delineator Type A

Delineator Type A Reset

Delineator Type B

Delineator Type B Reset

Delineator Type C

Delineator Type D

Delineator Type E

Delineator Drums

Spot Elevation

Existing Access Control Arrow

Existing Artifact

Existing Flashing Beacon

Existing Benchmark

Existing Railroad Battery Box

Existing Bush or Shrub

Existing Gas Cap or Stub

Existing Sanitary Cap or Stub

Existing Storm Drain Cap or Stub

Existing Water Cap or Stub

Existing Sanitary Cleanout

Existing Concrete Foundation

Existing Traffic Signal Controller

Existing Pad Mounted Signal Controller

Existing Sixteenth Section Corner

Existing Quarter Section Corner

Existing Section Corner

Existing Railroad Crossbuck

Existing Satellite Dish

Existing Fuel Dispensers

Existing Flexible Delineator Type A

Existing Flexible Delineator Type B

Existing Flexible Delineator Type C

Existing Flexible Delineator Type D

Existing Flexible Delineator Type E

Existing Delineator Type A

Existing Delineator Type B

Existing Delineator Type C

Existing Delineator Type D

Existing Delineator Type E

Existing EFB Misc

Existing Flashing Beacon

Existing Pipe Mounted Flasher

Existing Pad Mounted Feed Point

Existing Pipe Mounted Feed Point with Pad

Existing Pole Mounted Feed Point

Existing Railroad Frog

Existing Snow Gate 18



Existing Headwall

Existing Pedestrian Head with Number

Existing Signal Head

Existing Sprinkler Head

Existing Fire Hydrant

Existing Catch Basin Drop Inlet

Existing Curb Inlet

Existing Manhole Inlet

Existing Junction Box

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



Symbols

2930

Roger Weigel,

D-101-30

07-01-14

07/01/14

Existing Light Standard

Existing High Mast Light Standard 10 Luminaire








Existing Overhead Sign Structure Load Center

Existing Luminaire

Existing Light Standard Luminaire

Existing Federal Mailbox

Existing Private Mailbox

Existing Meander Section Corner

Existing Meter

Existing Electrical Manhole

Existing Gas Manhole

Existing Sanitary Manhole

Existing Sanitary Force Main Manhole

Existing Sanitary Manhole with Valve

Existing Storm Drain Manhole

Existing Force Main Storm Drain Manhole

Existing Force Main Storm Drain Manhole with Valve

Existing Telephone Manhole

Existing Manhole with Valve Water

Existing Water Manhole

Existing Mile Post Type A

Existing Mile Post Type B

Existing Mile Post Type C

Existing Reference Marker

Existing RW Marker

Existing Utility Marker

Iron Pin R/W Monument

Existing Object Marker Type I

Existing Object Marker Type II

Existing Object Marker Type III

Existing Electrical Pedestal

Existing Telephone Pedestal

Existing Fiber Optic Telephone Pedestal

Existing TV Pedestal

Existing Fiber Optic TV Pedestal

Existing Fuel Filler Pipes

Existing Traverse PI Aerial Panel

Existing Pole

Existing Power Pole

Existing Power Pole with Transformer

Existing Telephone Pole

Existing Wood Pole

Existing Post

Existing Pedestrian Push Button Post

Existing Control Point CP

Existing Control Point GPS-RTK

Existing Control Point TRI

Existing Reference Marker Point NGS

Existing Pull Box

Existing Intelligent Transportation Pull Box

Existing Water Pump

Existing Slotted Reinforced Concrete Pipe

Existing RR Profile Spot

Existing Fuel Leak Sensors

Existing Highway Sign

Existing Miscellaneous Spot

Existing Lighting Standard Pole

Existing Traffic Signal Standard

Existing Transformer

Existing Large Evergreen Tree

Existing Small Evergreen Tree

Existing Large Tree

Existing Small Tree

Existing Tree Trunk

Existing Pad Mounted Traffic Signal Control Box

Existing Undefined Manhole

Existing Undefined Pull Box

Existing Undefined Pedestal

Existing Undefined Valve

Existing Undefined Pipe Vent

Existing Gas Valve

Existing Water Valve

Existing Fuel Pipe Vent

Existing Gas Pipe Vent

Existing Sanitary Pipe Vent

Existing Storm Drain Pipe Vent

Existing Water Pipe Vent

Existing Weather Station

Existing Ground Water Well Bore Hole

Existing Windmill or Tower

Existing Witness Corner

Flashing Beacon

Flagger

Pipe Mounted Flasher

Sanitary Force Main with Valve

Iron Monument Found

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



Symbols

2930

Roger Weigel,

D-101-31

07-01-14

07/01/14

Pad Mounted Feed Point

Pipe Mounted Feed Point with Pad

Pole Mounted Feed Point

Headwall

Double Headwall with Vegitation Barrier

Single Headwall with Vegitation Barrier

Pole Mounted Head

Sprinkler Head

Fire Hydrant

Inlet Type 1

Inlet Type 2

Double Inlet Type 2

Inlet Grate Type 2

Junction Box

High Mast Light Standard 10 Luminaire








Relocate Light Standard

Overhead Sign Structure Load Center

Light Standard 100 Watt High Pressure Sodium Vapor Luminaire












Manhole

Manhole 48 Inch

Sanitary Force Main Manhole

Sanitary Sewer Manhole

Storm Drain Manhole

Storm Drain Manhole with Inlet

Reset Mile Post

Mile Post Type A

Mile Post Type B

Mile Post Type C

Right of Way Marker

Tubular Marker

Object Marker Type I

Object Marker Type II

Object Marker Type III

Caution Mode Arrow Panel

Back to Back Vertical Panel Sign

Double Direction Arrow Panel

Left Directional Arrow Panel

Right Directional Arrow Panel

Sequencing Arrow Panel

Truck Mounted Arrow Panel

Power Pole

Wood Pole

Pedestrian Push Button Post

Property Corner

Pull Box

Intelligent Transportation Pull Box

Sanitary Pump

Storm Drain Pump

Reinforced Pavement

Reinforced Concrete End Section 15 Inch








Reset Right of Way Marker

Reset USGS Marker

Right of Way Markers

Riser 30 Inch

Continuous Split Barrel Sample

Flight Auger Sample

Split Barrel Sample

Thinwall Tube Sample

Highway Sign

SNOW GATE 18 FT

SNOW GATE 28 FT

SNOW GATE 40 FT

Standard Penetration Test

Transformer

Inclinometer Tube

Underdrain Cleanout

Excavation Unit

Water Valve

HDWL

CS

BF

AS

BT

Incl

N

Alignment Monument

Iron Pin Reference Monument

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



Symbols

2930

Roger Weigel,

07-01-14

07/01/14

D-101-32

Top Post Receiver Data Table

A B C D E FSizes (B)

Square Post

Perforated Tube

Slip Base Assembly

Multi-Directional

Bolt Retainer for Base Connection

Ground line

Ground line

12"

25"

15"

3"

4"

"21

"87

"211

2"

2"

"211

"43

1"

"212

8"

"1696

"16155

"16156

"43

60"

6"

6" 6"

3" 3"

4"

24"

1"

1"

12"

6" 6"

7"

1"

1"

"16115

12"

"3293 "32

93

"1652

"833

"1611

"16115

D

E

E

F

"1652

"833

"1611

"1671

"3293 "32

93

"1696

C

A

A

B

A A

60^

6" dia.

6" dia.

6" dia.

9" 9"

60^

Traffic Flo

w

Anchor unit

Ground line

Anchor unit

Post sleeve

"214

Traffic Flo

w

"1671

of Posts

Number

Gauge

ness

Thick-

Wall

Gauge

ness

Thick-

Wall

Base

Slip Gauge

Standard

U.S.

1

1

1

1

1

1

2

2

2

3 & 4

3 & 4

3 & 4

3 & 4

3 & 4

2 12

12

12

12

12

12

12

12

12

12

10

10

10

12

12

12

12

10

No

No

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

0.105

0.105

0.105

0.135

0.135

12

12

12

12

10

10

1.702

2.416

2.773

3.432

3.141

4.006

0.129

0.372

0.561

0.605

0.804

0.979

0.380

0.590

0.695

0.841

0.803

1.010

0.172

0.372

0.499

0.590

0.643

"3291

"6491

"212

"212

"1653

"3213

"85

"3225

"32211

"64331

"431

"871

"x10 ga.212

"x10 ga.1632

"-13 gr. 8 serrated flange nut21

" U.S.S. steel flat washer21

" stainless release bushing21

" U.S.S. steel flat washer21

" gr. 8 flange bolt43"x22

1

"83

"163

"83

washer and lock washer

" dia. bolt with83

and lock washer or rivet

" dia. bolt with washer83

and lock washer

" dia. bolt with washer83

" dia.169

" dia.212

" Reprocessed Teflon321Bolt Retainer-

in.

of Inertia

Moment

2 x 2

(A)

Telescoping Perforated Tube

163 x 216

32

21 x 22

12

21 x 22

12

41 x 24

12

21 x 12

11

4 2 3in.

Modulus

Section

in.

Sec. Area

Cross

in.

Size

Post

in.

Size

Sleeve

in.

Base

Slip

without

Size

Anchor

412

212

412

412

1632

412

212

212

412

212

412

212

212

212

212

412

212

in.

Thickness

Wall

lbs.

per Foot

Weight

2

2

412

212

2 12 Yes212

2 12 Yes412

2 12 12 Yes4122

12

2 12

10

3

2

No

No

0.105

0.785

Anchor unit

" teflon bolt retainer321

4" max.

4" max.

Anchor Unit and Post Assembly

(one post installation)

minimum 10 gauge

Anchor plate shall be a

(two post installation)

minimum 10 gauge

Anchor plate shall be a

Top Post Receiver

Bottom Soil Stub

in.

Size

Tube

"x10 ga. for additional wind load.21"x10 ga. may be inserted into 216

3(B) The 2

(A) The breakaway base is required when the support is placed in weak soils. The Engineer shall determine if the soils are weak.

Properties of Telescoping Perforated Tube

60"

"165R=

"165R=

and Post Sleeve Assembly

Slip Base Anchor Unit

Multi-Directional

Plate - ASTM A572 grade 50

Stabilizing Wing - 7 gauge H.R.P.O. ASTM A1011

Tube - 3"x3"x7 gauge ASTM A500 grade B tube

5. Four post signs shall have over 7’ between the first and the fourth posts.

4. When used in concrete sidewalk, anchor shall be same except without the wings.

and below post location and also back and ahead of the post.

3. The 4" vertical clearance is required for the anchor or breakaway base. The 4"x60" measurement shall be made above

2. Anchor shall have a yield strength of 43.9 KSI and tensile strength of 59.3 KSI.

1. Slip base bolts shall be torqued as specified by the manufacturer.

Notes:

" ASTM A36 structural angle83"x2

1"x221Angle Receiver - 2

Plate - ASTM A572 grade 50

2-28-14

2930

BREAKAWAY SYSTEMS FOR CONSTRUCTION ZONE SIGNS D-704-7

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



Roger Weigel,

2/28/14

Front View Side View

Anchor unit

Ground line1"

"43 1" 4" 1.938" 8.562" .875"

1"

.375".375"

17.125"

1"

U-Channel Post

Retainer strap

Anchor unit

4"

38"

42"

Ground line

38"

4"

Retainer Strap Detail

Sign post

Sig

n p

ost

Sig

n p

ost

Anchor unit

Back View

Sign post

Ground line

Sign post

Ground line

16" min.

18" min.

2" max.

Alternate A

Breakaway U-Channel Detail

Detail A

(see detail)

Retainer strap

See Detail A

See Alt. A Note 4

See Alt. A Note 1c

(see Alt. A Note 1b)

Retainer strap

(see Alt. A Note 3)

and lock washer

Grade 8 bolt, nut,

(see Alt. A Note 3)

and lock washer

Grade 8 bolt, nut,

18"

Note 4

See Alt. Aanchor unit

and on back side of

front side of sign post

Retainer strap is on

(60" min.)

Anchor unit

(42" min.)

Anchor unit

lock washers

lock nuts and

2- bolts grade 5,

lock washers

lock nuts and

2- bolts grade 5,

lock washers

lock nuts and

2- bolts grade 5,

lock washers

lock nuts and

2- bolts grade 5,

(2.5 and 3 lb/ft)

Alternate C

Breakaway U-Channel Splice Detail

(2.5 and 3 lb/ft)

Alternate B

Breakaway U-Channel Splice Detail

A maximum of 2 posts shall be installed within 7’.

A maximum of 3 posts shall be installed within 7’.A maximum of 3 posts shall be installed within 7’.

sign post at the bolts have full contact across the entire width.

5. The base post, strap and sign post shall be properly nested. Proper nesting occurs when all flat surfaces of the base post, strap, and

"x2" bolt (this fastens sign post to retainer strap).1654. Complete assembly by tightening

b) Alternately tighten two connector bolts.

"x2" bolt, lock washer and nut in bottom of sign post to facilitate alignment of sign post with proper hole in anchor unit.165a) Place 3.

b) Rotate strap to vertical position.

a) Drive anchor unit to 4" above ground.2.

d) Rotate strap 90° to left.

"x2" bolt, lock washer and nut.165c) Assemble strap to back of anchor unit using

b) Proper assembly established by lining up the bottom hole of retainer strap with the 6th hole from the top of the anchor unit.

a) Drive anchor unit to within 12" of ground level. 1.

Alternate A Steps of Installation:

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number


This document was originally2-28-14

2930

BREAKAWAY SYSTEMS FOR CONSTRUCTION ZONE SIGNS D-704-8

Roger Weigel,

2/28/14

3.15" 29.7" 3.15"

36"

4.5"

9"B

4.5"

18"

8-17-17 Added sign & background color

Background: orange

Legend: black (non-refl)

48"

"216"8

75

"83

"85

"211R

24"

"433

"433

"214

6"C

6"C

20""4119

"4316 18"

2""212

Background: orange


"4124"16

324 24"

"433

"214

"433

6"C

6"C

60"

"211R

"83

"85

19"19"

G20-1-60

Background: orange


24"

"433

"214

"433

6"C

6"C

60"

"85

"83

"211R

"161515"16

1515

G20-1b-60

Background: orange


G20-50a-72

36"

5"

4"

5"

6"C

72"

19"19"

6"C

4"

6"C

33""16715"8

514

"16152 "16

152

"1671533" "8

514

"85

"87

"412R

Background: orange


G20-52a-72

"1671533" "8

514

"16152

19"19"

"85

"83

"211R

24"

"214

3"

"214

6"C

6"C

72"

G20-55-96

Background: orange


48"

"16157

3"

"1677

5"C

6"C

"1675

6"C

96"

"411

"16155

"163336""8

1166""16720

"8740"8

740

"161116""16

927 13"6"

"161331"16

1331

"163245""2

1255""16714

"16137"16

137

3"R

"43

"411

G20-2-48

G20-52a-72

G20-50a-72

"852

"415"8

39

"21R

"83

3"

3"

30"

"213

"213

36"

Background: orange


"212

6"C

G20-4b-36

"16514 "8

711

"2131"

"16158

"16158

"1616

"1616

"21

"43

48"

48"

1"

"435

E5-1-48

See ARROW DETAILS

See ARROW DETAILS

ARROW DETAILS

"16922"16

922

"161314"16

1314

3"R

10"EM

"435

"161518

"217

"161314"4

312

60°

"43R

"4113"4

316

"211

"838

"838

"214

14"

30"

"43R

"/ft21

Taper

6"C

6"C

"212

"871R

Background: orange


24"

4"

5"D

"83

"85

"211R

12""2111

8"

7"

9"9" See ARROW DETAILS

M4-9-30

M4-9(L or R)-30 &

"1611R

"1611R

4"

4"

"874

"817"16

9

"213

"431

6"4"

4"

"8710 "8

17

"169

9"

"213

"213

"215

Advanced Right or Left

M4-9(L or R)-30

Straight

M4-9-30

"32315

"32315

4"

4"

"817"8

710

"213

"169

"1611R

Right or Left

M4-9(L or R)-30

"431

E5-1(L or R)-48

(A)

or left.

Arrow may be right or left of the legend to indicate construction to the right (A)

NOTES:

See ARROW DETAILS

Background: orange


M4-8-36

Background: green (orange optional)

Legend: white

30"

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



2930

CONSTRUCTION SIGN DETAILS D-704-9TERMINAL AND GUIDE SIGNS

Roger Weigel,

8/17/17

Background: orange


48"

48"

3"R

15"15"

"16114"16

114

"873

3"

6"C

6"C

6"C

3"

3"

48"

W22-8-48

Background: orange


1"

3"R

48"

7"C

7"C

"411

"43

"411

6"C

6"C

6"C

"411

"43

3"R

48"

48"

W8-56-48

Background: orange


"213

"8112"16

312

"16151112"

"871314"

Background: orange


48"

"4116"4

116

"4121"4

121

7"C

7"C

4"

"43

"411

3"R

48"

"214

W20-51-48

Background: orange


54"

"16322"16

322

12"

3"

6"C

3"

W20-52P-54

"83"16

7

WORD LETTER SPACING

AHEAD Standard

Standard

Standard

Standard

Standard

200 FT

350 FT

500 FT

1000 FT

1500 FT

MILE21

1 MILE

6"D

6"D

48"

Background: orange


3"

"16151617"

"8313"16

513

"43

"411

3"R

48"

6"

6"

* DISTANCE MESSAGES

6"D

"873

W21-50-48

W21-51-48

"43

"161111"16

119

5"22" "21

"87183"

"1633 3"

"213

"213

"211R

Reduce 40%

Reduce 40%

Reduce 50%

ARROW DETAILS

Background: orange


W5-8-48

48"

48"

3"R

"879"8

79

"16116"16

116

"16111"16

111

"16119

"16119

"412

6"D

6"D

6"D

6"D

"214

"214

"214

W5-9-48

48"

W5-9-48

Background: orange


"1691

3"R

48"6"D

6"D

6"D

6"D

3"

3"

3"

"8310"8

310

"161310"16

1310

"16116"16

116

"8110"8

110

3"

"1617

"852

"83

"214

"167R

"412

"811

45°

"852

6"C

6"C

6"C

"213

"213

"212

3"R

48"

48"

W8-53-48

Background: orange


"16151112"

"16515"8

315

"871314"

"411

"43

"43

"411

"43

"411

6"C

6"C

"213

"213

"212

3"R

48"

48"

W8-54-48

Background: orange


"16151112"

"16515"8

315

"43

"411

W8-55-48

Background: orange


7"C

7"C

4"

4"

"43

"411

3"R

48"

48"

17"17"

14""161513

"213

7"C

6"C

"1693

"1693

DETAILS

See ARROW

*

*

*

8-17-17 Updated sign number

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



D-704-11

2930

CONSTRUCTION SIGN DETAILS

WARNING SIGNS

Roger Weigel,

8/17/17

TUBULAR MARKERVERTICAL PANEL

28" min

8" to 12"

4"

4"

TRAFFIC CONE

2" min

4" to 6"

36" min

18" min

DELINEATOR DRUM

6"

3" to 4"

28" min

2"

4"

4" to 6"

More than 36"

6" 6"

6' to 10'

8"

3'-0" to 3'-6"

45°

2' min

3'-0" to 3'-6"

45°

8"

8"

6" 6"45°

5' min

20"

20"

Varies

2" to 6"

3"

3"2"

45°

White retroreflective

Orange retroreflective


Orange


Orange

band (night use)


band (night use)


band (night use)


White retroreflectorized

Orange retroreflectorized



band (night use)


band (night use)




3"

3"

28"

2"

PLAN

ELEVATION

DETAIL A

FLEXIBLE DELINEATOR

"435'-2

"214'-1 5'-0"

12"

5'-0"

8"

"214'-7

2" to 6"

6' or 8'

(Aluminum Barricade Rails)

BARRICADE ASSEMBLY DETAIL

1'-8"

1'-8"

"431'-1 "4

34'-7

5'-0"

1'-8"

1'-8"

1'-4" 1'-6"

SIDE VIEW

SIDE VIEW

(Wood or Plastic Rails)

BARRICADE ASSEMBLY DETAIL

5'-0"

Orange

` Roadway

band


base

Surface mountable

45 lb sand bag

DETAIL)

(see BARRICADE BLADE

Aluminum barricade rail

hollow-profile plastic rails

1" x 8" wood slats or

Barricade rails

"41

Galv steel perforated tube

" x 14 gauge x 12"43" x 14

31

Sleeve

rail and upright (typ)

joining sign panel,

"| x 4" bolts 832 -

sleeve and upright (typ)

"| x 3" bolt joining 831 -


" x 5'-0"81" x 2

1" x 1211

Upright


" x 14 gauge x 5'-0"43" x 14

31

Skid

"4110

"4116

"| x 5" bolt83rail with

Attach to upright and

Horizontal brace


" X 12 gauge43" x 14

31

Sleeve


" x 12 gauge21" x 12

11

Upright


" x 12 gauge43" x 14

31

SkidGalv steel perforated tube

" x 12 gauge21" x 12

11

Horizontal brace

ELEVATION VIEW

ELEVATION VIEW

"414'-10

Flexible delineator

See DETAIL A

Pavement or ground Pavement or ground Pavement or ground

" OD (min)412

6" 6"

rails)

(9" for 6'-0"

rails)

(9" for 6'-0"

1'-9"4'-6"1'-9"

Orange

STACKABLEBACK TO BACK

36" min

12" max

24" min 36" min



6"

6"

45°

Orange

(min weight 30 lbs)

Molded rubber base

" | x 3" anchor83

NOTES)

(see INSTALLATION

Galvanized steel anchor

holeInstallation

4'-0"

2'-6"

5'-0"

2'-6"

8" min

Symmetrical

0.812"

0.24"

9"

0.094"

0.625"R

0.12"R

0.25"R

BARRICADE BLADE DETAIL

4" 4"

2"

6"

1"

1"

8"

3"

"83R

"21R

"| (typ)41

"| (typ)41

2"

SECTION VIEW

" min1611

One Direction Bi-Directional

" Fastener163

2" min

MOUNTING DETAIL

DELINEATORS

ELEVATION

4'

REFLECTOR DETAIL

Roadway surface

24"

2' to 8'

TYPE I BARRICADE TYPE II BARRICADE TYPE III BARRICADE

BARRICADE RAIL DETAILS

6'-0" (A)

assembly.

barricade

use with this

acceptable for

type of rail

This is the only NOTE:

8'-0" (6'-0" may be used without sign)

2.0 lb/ft max)(1.12 lb/ft min to Steel u-channel

(when applicable)

sign panel

0.100" Aluminum

(when applicable)

sign panel

0.080" Aluminum

"812'-5

"812'-5

With Sign

Without Sign 4 - 25 lb sandbags

6 - 25 lb sandbags

(see Table)

Ballast

(For each side of barricade support)

MINIMUM BALLAST

than 36", use a rail stripe width of 4".

area facing vehicular traffic. When the barricade length is less

with a minimum of 270 square inches of visible retroreflective

to pass. Place retroreflective sheeting on both sides of the rails

retroreflective stripes, sloping downward in the direction traffic is

For barricade markings use alternating orange and white NOTE:

barricade rail past the uprights.

extend no more than 1'-0" of the

rails: 1) use no sign panel, and 2)

Limitations when using 8'-0" barricade (A)

fastening device

sleeves - use no bolt or

Uprights slide inside

barricade rail

square washer on back side of

" x 1" hex head bolts with a 165with

Attach sign panel to top barricade rail

near the ends of the skids.

of 55 MPH. Sandbags assumed to be placed at or

Note: Number of sandbags based on a wind speed

Remove butyl as close as possible to pavement surface.

In lieu of bolted down base, use an 8" x 8" butyl pad or hot melt butyl. 3.

to bond to pavement surface.

For removal, remove anchors and fill installation hole with an epoxy designed 2.

specifications.

Drill installation holes to diameter and depth required by manufacturer's 1.

INSTALLATION NOTES:

top of drum.

not allow collection of debris. Do not place ballast on the

drum ribs or indentations. Use closed top drums that will

orange and white stripes. Avoid placement of stripes on

3" nonretroreflectorized spaces between the horizontal

the top stripe being orange for each drum. Do not exceed

Use a minimum of two orange and two white stripes with

white retroreflective stripes 4" to 6" wide for drum markings.

Provide horizontal, circumferential, alternating orange and

orange and white stripes.

Use maximum 3" nonretroreflectorized space between the

stripes for each cone with the top stripe being orange.

stripes. Use a minimum of two orange and two white

height by alternating orange and white retroreflective

Provide retroreflectorization of cones more than 36" in

white stripes with the top stripe being orange.

42" in height by alternating four 4" to 6" wide orange and

Provide retroreflectorization of tubular markers more than

bolts

uprights with 2" corner

Attach barricade rails to

stripe width of 6 inches.

material on the vertical panel is 36 inches or more, use a

Where the height of the retroreflective vehicular traffic.

minimum of 270 square inches of retroreflective area facing

Place retroreflective sheeting on both sides of panel with a

sloping downward in direction vehicular traffic is to pass.

Provide alternating orange and white retroreflective stripes,

9-27-17 Updated to active voice

10-3-13

D-704-13

2930

BARRICADE AND CHANNELIZING DEVICE DETAILS

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



Roger Weigel,

9/27/2017

15"

48" 48"

16"

16"

12"

6' min

shoulder

Edge of finished

lane

Edge of driving

6' to 16'

(secondary sign)Vertical clearance

(main sign)Vertical clearance

15"

48" 48"

16"

16"

18"

18"

6"

12"

4"

(urban areas)

Orange flags

3" 21"

60"

60"

24"

12"

12"

12"

15" 15"24"3"

3"

18"

54"

48"

12"

24"

12"

12" 12"24"

9"

12" 24" 12"

48"

12"

24"

18"

3"

3"

10"

20"

20"

10"

60"15"

30"3"

3"

24"

16"

16"

48"

15"

48"

12"

W16-2P-30

24"

30"

3"3"

3"

24"

3"

21"

18"

supports

Extend

48"

15"

15"

18"

30"3"

12"

24"15"

54"

15"

6"24"

24"

30"

3"3"

30"

3"

21"

24"

3"

48"

24" 12"12"

12"

24"

12"

48"

9"

3"

3"

24"

24"

54"

15" 15"24"3"

3"

18"

12"

24"

12"

48"supports

Extend

64"

24"12" 12"

6" 6"32"32"32"

108"

48"

16" 16"

96"

32"32"

12" 12"

72"

36"

24"24"

12" 12"

72"

24"24"

24"

12" 12"

60"

36" 12" 12"

48"

24"

"211

"211

"211

"21

12"

12"

"211

3"3" 24" "2

1

15"

"211

"211

12"

24"

"2110

21"

21"

36"

18"

18"

36"

18"3"

3"

3"

3"

6"

6"3"

3"

30"

15"

(48" x 48" diamond warning sign shown)

TYPICAL SECTION

R1-2-60 - YIELD SIGN

30" x 24" SIGN

(with R6-1-54 sign as required)

R1-1-48 - STOP SIGN

(with R6-1-54 sign as required)

48" x 48" SIGN

W14-3-64 - PENNANT SIGN

12"

(with 30" x 24" secondary sign)

48" x 48" DIAMOND SIGN

(with 30" x 30" secondary sign)

48" x 48" DIAMOND SIGN

DIAMOND SIGN

18" x 18"

108" x 48" SIGN 96" x 48" SIGN 72" x 36" SIGN 72" x 24" SIGN 60" x 24" SIGN 48" x 24" SIGN

18" 18"

24"3"

3"

36"

12"

24" x 36" SIGN

ASSEMBLY

ROUTE MARKER

24" x 24"

ASSEMBLY

ROUTE MARKER

36" x 36"

"4334




W13-1P-30

(main sign)Vertical clearance (main sign)

Vertical clearance







(secondary sign)Vertical clearance (main sign)

Vertical clearance


3"

24"

6"4"

20"

20"

4"

20"

20"

18"








48"

24"


24"

(main sign)Vertical clearance3"

18"

3"

18"

9""2

118"4

1

" plywood sign panel21

0.080" aluminum or

panel and supports

bolt (2 per support) joining sign

" A325 or equivalent 21"| x 316

5

"| x 5" bolt165with

Attach to upright

Horizontal brace

(ft)

Mounting Height

Sign Panel

4' x 4' sign panel

sandbags for

Number of 25 lb

5'

7' 10

(see Table)

Ballast

8

32"

9"

48"

panel and supports

bolt (2 per support) joining sign

"| x 3" A325 or equivalent 165

"41

(see Table)

Ballast

" plywood sign panel21

0.080" aluminum or

upright and sleeve

equivalent bolt joining

"| x 3" A325 or 165

(optional)

upright and sleeve

equivalent bolt joining

"| x 3" A325 or 165

72"

"8123

61'

HIGH-MOUNTING HEIGHT

PORTABLE SIGN SUPPORT

required)

(when

R6-1-54

required)

(when

W20-52P-54

LOW-MOUNTING HEIGHT

PORTABLE SIGN SUPPORT

" x 10 gauge21" x 22

12

Use minimum post size of

Steel perforated tube support

Steel perforated tube

" x 12 gauge21" x 344

1" x 2412

Horizontal brace


" x 12 gauge21" x 22

12

Sleeve


" x 12 gauge21" x 22

12

Skid


" x 12 gauge43" x 14

31

Sleeve


" x 12 gauge43" x 14

31

Skid


" x 12 gauge43" x 14

31

Upright

(For each side of sign support base)

MINIMUM BALLAST

78" max

12" min

32"


" x 12 gauge41" x 24

12

Upright

clearancevertical

minimum5' or 7'

clearance

vertical

for 7'

150" min

or

for 5'

126" min

the sign.

from face of the curb to near edge of

minimum horizontal distance of 2'

Note: In curb sections, place signs a

ends of skids.

speed of 55 MPH. Place sandbags at or near the

Note: The number of sandbags are based on a wind

details to a maximum surface area of 16 square feet.

LOW-MOUNTING HEIGHT and HIGH-MOUNTING HEIGHT

Restrict signs mounted on portable sign supports shown in the

and E5-1 is allowed for longer than 5 days.

R9-8 through R9-11a series, W1-6 through W1-8 series, M4-10,

failures, etc., will not accrue towards the 5 day period. Use of

circumstances, such as equipment breakdown, rain, subgrade

of the sign is not obstructed. Time delays caused by unforseen

portable signs for 5 days or less, is allowed as long as the view

Use of low-mounting height (minimum 12" vertical clearance)

within the pavement surface.

clearance stated above when it is necessary to place signs

Portable Signs: Provide portable signs that meet the vertical 6.

post for signs with an area exceeding 50 square feet.

Provide a minimum clearance of 7'-0" from the ground at the

vertical clearance stated above.

The vertical clearance to secondary signs is 1'-0" less than the

absence of a curb.

the top of the curb or from the near edge of the driving lane in

obstructed, install signs with a vertical clearance of 7'-0" from

pedestrian movements are likely or the view of the sign may be

5'-0" (see TYPICAL SECTION.) In areas where parking or

Vertical Clearance: Install signs with a vertical clearance of 5.

County - yellow legend on blue background

US and State - black legend on white background

Interstate Business Loop - white legend on green background

Interstate - white legend on blue background

used with:

a background and legend that match the route marker they are

signs, such as the cardinal direction and directional arrows, with

Route Marker Auxiliary Signs: Provide route marker auxiliary 4.

"Left" and "Right" message on lane closure sign)

signs on reflectorized plate (without borders) as required. (i.e.

Alternate Messages: Install and remove alternate message 3.

" bolts.83Punch all holes round for

plywood, or other approved material, except where noted.

" 21Sign Panels: Provide sign panels made of 0.100" aluminum, 2.

behind sign panels when used with u-posts.

Do not attach guy wires to sign supports. Attach wind beams

supports as a minimum.

" perforated tube 21" x 22

1Place signs over 50 square feet on 2

of 55 MPH.

secondary sign is 3.0 lb/ft. Post sizes based on a wind speed

u-channel, minimum post size for assemblies containing a

perforated tube, except where noted. When installing signs on

sizes are 2.5 lb/ft u-channel or 2" x 2" x 12 gauge steel

Sign Supports: Galvanize or paint supports. Minimum post 1.

NOTES:

required)

(when

R1-50P-24

(with R1-50P-24 sign as required)

R1-1-48 - STOP SIGN

required)

(when

R2-1aP-24

(with R2-1aP-24 sign as required)

48" x 48" SIGN

10-4-13

D-704-14

2930

CONSTRUCTION SIGN PUNCHING AND MOUNTING DETAILS

Roger Weigel,

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



11-14-13 Revised Note 6.


9/27/2017

AHEAD

ROAD

WORK

AHEAD

ROAD

WORK

AHEAD

ROAD

WORK

AHEAD

ROAD

WORK

NEXT MILES00

NEXT MILES00

BE

PREPARED

TO STOP

BE

PREPARED

TO STOP

XXXX FT

ROAD

WORK

CLOSED

ROAD

END

ROAD WORK

END

ROAD WORK

END

ROAD WORK

XXX FT

CLOSED

RIGHT LANE

XX MILE

CLOSED

LEFT LANE

XX MILE

CLOSED

RIGHT LANE

XXX FT

CLOSED

LEFT LANE

SPEED LIMIT ENFORCED

MINIMUM FEE $80WHEN WORKERS PRESENT



MINIMUM

FEE

$80

MINIMUM

FEE

$80

MINIMUM

FEE

$80

SPEEDLIMIT

XX

SPEED

XXLIMIT

SPEED

XXLIMIT

SPEED

XXLIMIT

SPEEDLIMIT

XX

SPEED

XXLIMIT

SPEEDLIMIT

XX

SPEED

XXLIMIT

M.P.H.

XX

SPEEDLIMIT

XX

SPEED

XXLIMIT

SPEED

XXLIMIT

SPEED

XXLIMIT

SPEED

XXLIMIT

M.P.H.

XX

SPEED

XXLIMIT

SPEEDLIMIT

XX

SPEED

XXLIMIT

SPEED

XXLIMIT



8-17-17 Updated notes & Speed Limit signs

Portable

(see note #7)

W20-52P-54

Portable

W3-4-48

Portable

W3-4-48

W20-1-48

Portable

W20-1-48

ends here

Interim pavement

roadways

hard surfaced

striping with

Short term

markin

g

pave

ment

existing

Obliterate

starts here

Interim pavement

W1-3(R)-48

or

W1-4(R)-48

W1-3(L)-48 W1-4(L)-48

R2-1-48

R2-1-48

arrow panel

Sequencing

R2-1-48

R2-1-48

(see note #7)

W20-52P-54

CLOSURE

TEMPORARY ROAD

TYPE A

4 lane undivided highway with half the roadway closed.

2S Ft A

21

A2

1

50' c to c

A

C

21

C2

1 B

21

B2

1

A4

3L +

pave

ment

markin

g

Obliterate

C21

C21

A2

1 A

21

B2

1 B

21

B2

1 B

21

L

Varies

L Min21

A2

1 A

21

A4

3L +

pave

ment

markin

g

Obliterate

A

21

A2

1

C21

C21

B2

1 B

21

B2

1 B

21

A2

1 A

21

L L Min

21

L Min

21

or less

mile

21

Work are

a

buffer space

Longitudinal

marking

pavement

or cover

Obliterate

KEY

Type III barricade

Sign

Delineator drum

Work area

Flagger

Sequencing arrow panel

Longitudinal Buffer Space

(mph)

Speed

Min (feet)

Length

202530354045505560657075

115155200250305360425495570645730820

Portable

W20-7-48

Portable

W20-7-48

(see note #4)

arrow panel

Sequencing

to back

Vertical panels backTubular markers

ROAD CLOSURE WITH A DIVERSION

TYPE B

HIGH SPEED HIGHWAY

HALF ROAD CLOSURE ON A MULTI-LANE,

TYPE C

Taper

Shoulder

Portable

W1-4(R)-48

2S Ft

1/2 C

1/2 C

Portable

R2-1-36

Portable

W3-5-48

2S Ft + A +

1/2

B

2S Ft + A +

1/2

B

Portable

R2-1-36

Portable

R2-1-36

1/2 C

1/2 C

A

1/2 B

1/2 B

A

1/2 B

1/2 B

Portable

W3-5-48

Portable

R2-1-36

needed on project using pilot car.

Signs G20-55-96 or R2-1a-24 not

(see note #6)

Post Mtd

R2-1-48

Post Mtd

W20-5-48

Post Mtd

W4-2(R)-48

Portable

W1-4(L)-48

(see note #5)

Post Mtd

R2-1-48

Post Mtd

G20-2-48

Post Mtd

W20-1-48

Post Mtd

G20-55-96

Post Mtd

W20-5-48

Post Mtd

W20-5-48

(see note #6)

(optional)

Post Mtd

R2-1-48

Post Mtd

W4-2(L)-48

Post Mtd

G20-2-48

Post Mtd

(optional)

W1-6-48

Barricade Mtd

W1-6-48

Barricade Mtd

R11-2-48

(see note #5)

Post Mtd

Post Mtd

W3-5-48

Post Mtd

W20-5-48

Post Mtd

W20-1-48

Post Mtd

W20-1-48Post Mtd

G20-55-96

Post Mtd

W3-5-48

(see note #5)

Post Mtd

R2-1-48

Post Mtd

(optional)

W1-6-48

Post Mtd

(optional)

W1-6-48

Post Mtd

G20-2-48

Post Mtd

G20-55-96

or

Post Mtd

W3-5-48

as conditions warrant

Space drums 25' c to c

as conditions warrant

Space drums 25' c to c

mile or less closure.21bridge and culvert installation with

provided (signing shown for one direction only). Use on

Two lane highway where roadway is closed and detour

and conditions dictate otherwise.

Recommend using 40 mph speed limit in vicinity of workers, unless location 13.

control, or the work is less than 15 days.

Sign G20-55-96 is not required if this standard is part of other traffic 12.

accordance with NDDOT Standard Specifications.

As an option, use portable sign supports in lieu of post mounted signs in 11.

Where necessary, engineer will determine safe speed.10.

Cover existing speed limit signs within reduced speed zones. 9.

limp.

such a distance above the edge that the flag does not touch the sign when

Mount 24 inch square flags perpendicular to the edges of the sign, and at

Install flags on warning signs in urban areas when signs are not portable. 8.

Use when work area is 1 mile or longer. 7.

B. 21Place the second speed limit sign at

speed limit sign with the desired speed reduction (not to exceed 30 mph.)

construction. Where speed reductions exceed 30 mph, install a second

Determine the reduced speed limit based on the in-place speed limit before 6.

location and conditions.

Re-establish speed. Determine exact speed limit in the field, dependent on 5.

40 mph or over 5000 ADT).

Use Type C on roadways with high traffic speeds and volumes (over

(40 mph or less and 5000 ADT or less).

Use Type B on roadways with moderate traffic speeds and volumes

volume (25 mph or less and 750 ADT or less).

Use Type A on roadways with slow moving traffic speeds and low

Shoulder Closure Standard Drawing.

the panel closer to the work area and place on roadway surface. See

possible. Where shoulder width does not provide sufficient room, move

Place Sequencing Arrow Panels at the beginning of the taper when 4.

dimension "S" and for tangents space at 2 times dimension "S".

Place delineator drums, barricades or cones for tapering traffic at 3.

assemblies when located on roadway.

Place barricades on moveable assemblies and signs on portable 2.

urban, residential, and other streets with speeds of 40 mph or less.

and other roads with speeds of 45 mph or greater, or W x SÔ/60 for

L = Minimum length of taper, S x W for freeways, expressways,

W = The width of taper in feet.

S = Numerical value of speed limit or 85th percentile.

Variables 1.

Notes

(see note #6)

Post Mtd

R2-1aP-24

drop-see note #6)

(additional speed

Post Mtd

R2-1aP-24

drop-see note #6)

(additional speed

Post Mtd

R2-1aP-24

Post Mtd

(see note #10)

W13-1P-30

Post Mtd

(see note #10)

W13-1P-30

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



D-704-15

08/17/17

2930

ADVANCE WARNING SIGN SPACING

Min. (ft)

Distance Between Signs

Road Type

A B C

150 150 150

280 280 280

360 360 360

720 720 720

850 1350 2200

1000 1500 2640

750 1000 1500

Urban - Low Speed (30 mph or less)

Urban - High Speed (over 40 mph to 50 mph)

Rural - High Speed (over 50 mph to 65 mph)

(55 mph to 60 mph)

Urban Expressway and Freeway

(70 mph to 75 mph)

Rural Expressway and Freeway

(Maintenance and Surveying)

Interstate/4-Lane Divided

Urban - Low Speed (over 30 to 40 mph)

ROAD CLOSURE LAYOUTS

Roger Weigel

PAINTWET

CONVOY

WORK

A LANE

CLOSED

AHEAD

WET PAINT

AHEAD

ROAD

WORK

PAINTWET

CONVOY

WORK

24"

72"

"16527 "16

527 "16118

"436

"21

"43

8D

"16118

5"

48"

6"

"411

"43

8D

8D

Shoulder

Shoulder

Shoulder

Shoulder

Work Vehicle

Work Vehicle

10' +

W20-5-48

(See Note # 9)

CW21-10A

Multi-Lane Highways

Typical Shadow Vehicle 1 & 2

Shadow Vehicle 1 Shadow Vehicle 2

Shadow Vehicle 1Shadow Vehicle 2

Entra

nce ra

mp

W20-1-48

150' - 250' 500' - 750'

500' - 750' 150' - 250'

Divided Multi-Lane Highway

CW21-10

CW21-10A

Right directional

Left directional

Double arrow directional

Caution Mode

Sign

CenterLeft RightA =

Sign Details

KEY

Shoulder

Work Vehicle

Work Vehicle

Shadow Vehicle 1

Shadow Vehicle 1

Attenuator

Truck Mounted

Two-Way Roadway with Paved Shoulders Two-Way Roadway without Paved Shoulders

Attenuator

Truck Mounted

500' - 750'

500' - 750'

(See Note # 9)

CW21-10A

CW21-10

(See Note # 9)

CW21-10A

CW21-10

Varies

Shoulder

Shoulder

Work Vehicle

10' +

CW21-10

Shadow Vehicle 1 Shadow Vehicle 2

Attenuator

Truck Mounted

Undivided Multi-Lane Roadway

500' - 750' 150' - 250'

(See Note # 9)

CW21-10A

(See Note # 9)

CW21-10A

W20-5-48

CW21-10A (See Note # 9 )

W20-5-48

Two-Way Roaday

Typical Shadow Vehicle 1

Flashing arrow panels:

Truck mounted attenuator

Pull over work and shadow vehicles periodically to allow motor vehicle traffic to pass on two lane - two way roadways.10.

Use sign CW21-10A only during painting operation. 9.

As an option, use shadow vehicle 2 the paint tender vehicle. 8.

Background = Orange

Border = Black

Letters = Black

Sign Colors 7.

shadow vehicle.

approaching the work convoy need to see trail vehicle in time to slow down and/or change lanes as they approach

Vary vehicle spacing between shadow vehicle 1 and shadow vehicle 2 based on sight distance restrictions. Motorists 6.

Move shadow vehicle 1 first to shadow other convoy vehicles when convoy changes lane. 5.

Provide each vehicle with two-way electronic communication capability. 4.

Use Type B or Type C flashing arrow panels controlled from inside the vehicle. 3.

otherwise stated in the plans.Display yellow rotating beacons or stobe lights on shadow and work vehicles, unless 2.

Use additional vehicles you choose to be in the convoy with truck mounted attenuators, at your own expense. 1.

Notes

D-704-27

2930

TRAFFIC CONTROL PLAN FOR MOVING OPERATIONS

9-27-13

Roger Weigel

on two lane roadways

Removed shadow vehicle 2

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



6-18-14


09/27/2017

Wheel track

Wheel track

R R

CR

OSSI

NG

RO

AD

RAIL

2'-10"

"412'-10

"216'-4

"4114'-10

"834'-4

5'-9"

18'-0"

45°

10°

Curb face

of Roadway`

2'x6', 2'x8', 2'x10' or 2'x12' white line

30'

10'

Edge line

Edge line

30-40 mph

0-25 mph

and above

45 mph

8"

8"

12" 25'

15'

5'

Chevron WidthLimit

Speed

70 mph

65 mph

60 mph

55 mph

50 mph

45 mph

40 mph

35 mph

30 mph

25 mph

20 mph min. 100 ft

min. 100 ft

min. 100 ft

min. 100 ft

125 ft

175 ft

250 ft

325 ft

400 ft

475 ft

550 ft

Distance

Advance

Percentile Speed

Posted or 85th

for Railroad Warning Signs

Advance Placement Distance

45° to Traffic

Chevron Spacing

6'-4"

3'-0"

8"

2'-4"

5'-4"

1'-8"

3'-8"

4"

8"

1'-0"

8'-0"

=3'-4"R

=2'-4"R

1'-8"

16 S. F.

9'-6"

5'-0"

4'-6"

1'-0"

3'-4"

1'-2" 1'-0"

12 S. F. 41 S. F.

16" 7" 16" 7" 15" 1" 16"

8'-0"

16"

42"

22"

16"

4"

4"

4"

4" 4"

4"

4"

4"

6'-6"

22 S. F.

4"

4"4"4"

4"

4"

4"

4"16" 16"

2"16"

5"16"

16"

4"

8"

16"

8"

16"

16"

12"

8'-0"

6'-3"

6"

22 S. F.

16"4"

16"4"

16"4"

16"4"

16"4"

16"

4"

4"

4"

4"

4"4"

4" 4"

16"

4"

6"

16"

8"

16"

4"

18"

8"

34.5 S. F.

16"4"

16"4"

16"4"

16"4"

16"4"4"4"

16"4"

16"

16"

8"

4"

16"

16"

4"

16"

8"

4"

4"

4"

4"

4"

4" 4"

4" 4"

4"

4"

4"

4"

4"

4"

4"

4" 8"

46 S. F.

8'-0"

12'-0"9'-8"

8'-0"

11'-8"

3'-0"

8"

2'-8"

4"

4"

8"

5'-4" 1'-0" 5'-4"

=3'-4"R

=2'-4"R

1'-8"

8'-4"

2'-8"

3'-8"

2'-0"

2'-4"

1'-8"

2'-4"

29 S. F.

6'-0"

"431'-0

"431'-9

"431'-0

"432'-0

1'-1"

"413

4 S. F.

8"

R=3'-4"

1'-0"

1'-0"

7'-6"

3'-0"

8"

3'-4"1'-2"

4"

8'-0"

7'-5"

5'-4"

3'-8"

1'-8"

2'-4"

1'-8"

12'-9"

5'-0"

7'-9"=2'-4"R

27 S. F.

gate, if present

Stop line 8' fromstripe

barrier

4" yellow

` of driving lane

W10-1

3 Bands (12' lane) 72 S.F.

Railroad cross & 2 R's 60.5 S.F.

R15-1

Drawing D-754-81See Standard

10'

24'

60'

20' 16'

See Advanced Placement Distance table at right

2'

3.3' 6.6'16"

6' 1.6'

2'

20' max19' min

15'

Bands at right angles to pavement

4" yellow `

between lines

4" space

2'

24"

24"

24"

24"

24"

24"

24"

24"

30"

6" min to 15" max

12" min to 30" max

12" min to 30" max

30" max

unless noted otherwise.

See plans for correct message. Use white pavement markings

individual R X R symbols in each approach lane.

extend the transverse bands across all approach lanes, and use

operation on the approach to a crossing. On multi-lane roads,

Mark a three lane roadway with a centerline for two-lane approach

Notes:

20^ from edge of roadway.

Note: Rotate merge arrow

2930

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



Continental Crosswalk Detail

Centerline Pavement Marking Skip Spacing Detail

Chevron Crosshatching Table

D-762-1Pavement Marking Message Details

12-6-11

Roger Weigel,

10-17-2017

Updated to active voice.10-17-17

4" white edge line

4" white edge line

4" white edge line

4" white edge line

4" white edge line

4" white edge line

4" white edge line

4" white edge line

4" white edge line

4" white edge line

4" white edge line

4" white edge line

4" white edge line

4" white edge line

4" white edge line

4" white edge line

4" white edge line

4" white edge line

4" yellow edge line

4" white edge line

4" yellow edge line

4" yellow edge line

4" yellow edge line

4" yellow edge line

4" yellow edge line4" yellow edge line

4" yellow edge line

4" yellow edge line

4" yellow edge line

4" yellow edge line

4" yellow edge line

4" yellow edge line

4" yellow edge line

4" yellow edge line

Finished shoulder

Finished shoulder

Finished shoulder

Finished shoulder

Finished shoulder

Finished shoulder

Finished shoulder

Finished shoulder

Finished shoulder

Finished shoulder

Finished shoulder



line (4" between)

4" dbl yellow barrier

(10' line, 30' skip)

4" white centerline


4" white centerline


4" white centerline


4" white centerline


4" white centerline


4" yellow centerline

200'

240'

200'

12'

6'

240'

10'

597'

12'

6'

12'

6'

6'

14'

4'

12'

30'

10'

597'

2' Max

4'

14'

6'

12'

10'

30'

2' Max

14'

6'

4'195'

193'

12'

12'

12'

30'

10'

(A)

(B)

(A)

(B)

4' 14'

12'

12'

30'

10'

12'

6'

30'

10'

12'

12'

6'

4'

14'

12'

12'

30'

905' +/-

6'

Varies (C)4" yellow edge line

12'

(B)

(A)

Varies (C)

12'

12'

12'

12'




2' Max

8" Min.

8" Min.

8" Min.

8" Min.

8" Min.

(for esti

mating purp

oses)

1000' Crossro

ad

2' Max

(2' line, 6' skip)

4" dotted white line

stop line (G)

24" white

(H)

stop line (G)

24" white

(H)

290'(D)

gore

Physical

Theoretical gore

290'(D)

Finished shoulder

Theoretical gore

gore

Physical

290'(D)

290'(2' line, 6' skip)


4" yellow edge line

4" white edge line


4" white centerline

12'

12'

12'

14'

10'30'

6'

14'

4'

(B)

4" white edge line

(E)

gore

Physical 4" yellow edge line

Theoretical gore

4" white edge line

4" white edge line

4" yellow edge lineFinished shoulder

Finished shoulder

Full width(2' line, 6' skip)


(A)

4" white edge line

•(E)

(F)

(2' line, 6' skip)


(2' line, 6' skip)


(2' line, 6' skip)



(B)

(A)

196'

(A)

(B)

196'


4" white centerline

Updated to active voice.10-17-17

4" White lane line, 10' line, 30' skip

4" White edge line

4" Yellow edge line

LOCATION ITEM

BASIS OF ESTIMATE

TAPERED

Entrance Ramp


24" White stop line

4" White dotted line

4" Yellow edge line

4" White edge line


4" Yellow edge line

4" White edge line


24" White stop line

4" Yellow edge line

4" White edge line


4" Yellow edge line

4" White edge line

Cross Road4" White edge line

4" Dbl yellow barrier line (4" between)

4" White dotted line (C)

NOTE:

PARALLEL

Entrance Ramp

PARALLEL

Exit Ramp

Right or Left Side

TAPERED

Exit Ramp

Right or Left Side

(Both Roadways)

Main Line

580 LF

60 LF

148 LF

1115 LF

1075 LF

390 LF

258 LF

1270 LF

1075 LF

396 LF

60 LF

258 LF

1115 LF

1075 LF

388 LF

1275 LF

1075 LF

2000 LF

2000 LF

2640 LF/MI

10,560 LF/MI

10,560 LF/MI

4" White dotted line

4" White dotted line 283 LF

traveled way.

4' minimum, 15' maximum from nearest edge of intersection (H)

Not required for gravel surface crossroad approaches.(G)

Use 195' for estimating purposes.(F)

to the theoretical gore, otherwise use 195'.

If the distace is less than 350' extend the 8" channel line (E)

Beginning of physical gore to theoretical gore.(D)

pavement marking from beginning of taper to the 8" line.

Assume "varies" equals 790' for purpose of estimate. Place(C)

4" Yellow edge line(B)

4" White edge line(A)

RIGHT SIDE EXIT RAMP

TAPERED DECELERATION LANE

LEFT SIDE EXIT RAMP

TAPERED DECELERATION LANE

ENTRANCE RAMP

TAPERED ACCELERATION LANE

ENTRANCE RAMP

PARALLEL ACCELERATION LANE

LEFT SIDE EXIT RAMP

PARALLEL DECELERATION LANE

RIGHT SIDE EXIT RAMP

PARALLEL DECELERATION LANE

CROSS-ROAD & STRUCTURE

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



2930

D-762-2

Roger Weigel,

8-3-11

INTERSTATE PAVEMENT MARKING

4 LANE DIVIDED HIGHWAY

Engineer will determine length striped.

10-17-2017

` Roadway

` Roadway

` Roadway

` Roadway

` Roadway` Roadway

` Roadway

` Roadway

` Roadway

` Roadway

` Roadway

` Roadway

` Roadway

and/or lane line

Yellow barrier

edge line

Yellow medianline

White lane

line

White lane

line

White lane

edge line

White outside

edge line

White outside

edge line

White outside

edge line

Yellow median

edge line

Yellow median

edge line

Yellow median line

White lane

line

White laneline

White lane

line

White lane

line

White lane

line

White lane line

White lane

line

White lane

line

White lane

line

White laneline

White lane

line

White laneline

White lane

line

White lane

line

White lane

line

White lane line

White lane

edge line

White outside

line

White edge

line

White edge

line

White edge

line

White edge

line

White edge

line

White edge

line

White edge

line

White edge

lines

Yellow barrier

lines

Yellow barrier

lines

Yellow barrier

lines

Yellow barrier

lines

Yellow lane

lines

Yellow lane

lines

Yellow lane

lines

Yellow lane

12' 12'

2"

4"4"

2"

4"

1"

4"

1"

4"

2"

12' 12'

1"

4"4"

1"

12' 12'

1"1" 1"

4"4"4"

12' 12'

1"

4"4"

1"

4"

2"

12' 12'

1"

4"4"4"

1"1"

12' 12' 12' 12'

2"2"

2" 2"2"

2"1" 1"

4" 4"4"

4"4"

4"

4" 4"

12' 12' 12' 12'

4"

2" 2"2"

2"2"

2"

4"4"

4"4"

4"

12' 12' 12' 12'

4" 4" 4"4"

4" 4"

2"1" 1"2"

12' 12' 12' 12'

1" 1"2"

2"

4" 4"4"

4"

12'12'12'12'

12'12'12'12'

12' 12' 12' 12'

12' 12' 12' 12'

1" 1"

1" 1"

2"2"

2"2" 2"

2"

4" 4" 4"4"

4"4"

4" 4"

4" 4"4"

4"4"

4"

4" 4" 4"4"

4" 4"

4" 4"4"

4"

1" 1"2" 2"2"

2"

2"2"

2"2"

2"

1•" 1•"

1•"1•"2"

for widthSee plans

for widthSee plans

for widthSee plans

for widthSee plans

line

White edge

line

White edge

line

Yellow Barrier line

Yellow Barrier

line

Yellow Barrier

line

Yellow Barrier

line

Yellow Barrierline

Yellow Barrier

line

Yellow Barrier

line

Yellow Barrier

30'

10'

drives. Break edge lines for intersections.

1. Continue edge lines through private drives and field

NOTES:

10-17-17 Updated to active voice.

Two Lane Two Way

RURAL ROADWAY

PRIMARY HIGHWAY

Asphalt Section

Two Lane Divided

Rural Roadway

PRIMARY HIGHWAY

INTERSTATE HIGHWAY RURAL FOUR LANE ROADWAY

URBAN FIVE LANE SECTION

RURAL FIVE LANE ROADWAY

INTERSTATE HIGHWAY

URBAN FOUR LANE SECTION

URBAN FOUR LANE SECTION

RURAL FOUR LANE ROADWAY

URBAN FIVE LANE SECTION

RURAL FIVE LANE ROADWAY

Asphalt Section

Asphalt Section

Concrete Section

Concrete Section

Concrete Section

Concrete Section

Asphalt Section

Asphalt Section

Concrete Section

Two Lane Roadway

Asphalt Section

Two Lane Roadway

Concrete Section

Two Lane Roadway

Edge line

Edge line

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



2930

PAVEMENT MARKING D-762-4

CENTERLINE PAVEMENT MARKING SKIP SPACING DETAIL

Roger Weigel,

12-1-10

10-17-2017

(No turn lanes present)

Type A

(Right Turn Lane on Major Road)

Type B

(No Center Left Turn Lane on Major Road)

(Right Turn Lane on Major Road, and Turn Lane on Minor Road)

Type C

4" Marking

8" Marking

24" Marking

4'

12'

12'

4'

4'4'

(STOP Bar)

24" Line28.8'

30'10'

4" Yellow Barrier Line


4" Yellow Dashed Line


24' Min. 24' Min.

See length of barrier line table (Note 2) See length of barrier line table (Note 2)

4'

12'

12'

4'

4'

4'

28.8'

30'10'





24' Min. 24' Min.


(STOP Bar)

24" Line

4'

4'8" White Line

4" White Line

4" White Line

4" White Line

4" White Line

4" White Line

4" White Line

1.

2.

Notes

40 50 60 65 70554530

200'

35

250' 305' 360' 425' 495' 570' 645' 730'

4'

12'

12'

4'

4'

4'

28.8'

30'10'





24' Min. 24' Min.


(STOP Bar)

24" Line

4'

4'8" White Line

4" White Line

4" White Line

4" White Line

Note 1

`

`

`

`

`

`

Right Turn Lane

Right Turn Lane Length21

Right Turn Lane Taper

Right Turn Lane Right Turn Lane Taper


16'

4" White Line

16'

4" White Line

4" White Line

16'

Install pavement message at half the turn lane length

(10' Spacing, 45^)

8" White Line

(10' Spacing, 45^)

8" White Line

(10' Spacing, 45^)

8" White Line

8" White Line

4" White Line

Line

4" White

4" Yellow Double Barrier Line to the end of Flared Intersection



Speed Limit (mph)

Minimum Length

Table for Length of Barrier Line

(Only if Turn Lane Length > 300')

Only if Turn Lane Length > 300'


Stop Sign

6'

Stop Sign

6'

Stop Sign

6'

60'

60'

Obtain barrier line length from table below (stopping sight distance.)The barrier lines have variable distances dependent on speed limit.

marking message arrow.At "T" intersections (3-leg), additionally install left turn pavement

8-17-17 Updated note & dimensioning

08/17/17

2930

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



D-762-5

3-29-16

PAVEMENT MARKING FOR STANDARD 90 DEGREE FLARED INTERSECTION

Roger Weigel

4" Marking

8" Marking

24" Marking

4'

12'

12'

4'

4'4'

4" Line

(STOP Bar)

24" Line28.8'

24' Min. 24' Min.

4'

12'

12'

4'

4'

4'

(10' Spacing, 45^)

28.8'

(STOP Bar)

24" Line

4'

4'8" White Line

4" White Line

4" White Line

4" White Line

4" White Line

4" White Line

4" White Line

1.

Notes

4'

12'

12'

4'

4'

28.8'

(STOP Bar)

24" Line

Turn Lane

Turn Lane Length21

4'8" White Line

4" White Line

4" White Line

4" White Line

Turn Lane Taper

24' Min. 24' Min.

4'

24' Min. 24' Min.

4" Yellow Double Barrier


(Center Left Turn Lane on Major Road)

Type D

(Center Left & Right Turn Lane on Major Road)

Type E

(Center Left & Right Turn Lane on Major road, and Turn Lane on Minor Road)

Type F

8" White Line

8" White Line4" White Line

4" White Line

`

`

`

`

`

`

(Center Left Turn Lane on Major Road)

Right Turn Lane Right Turn Lane Taper

Left Turn Lane Left Turn Lane Taper

Left Turn Lane Length21



Left Turn Lane


60'

Left Turn Lane Taper

Left Turn Lane


60'

4" White Line

4" White Line

4" White Line

4'

Note 1Install pavement message at half the turn lane length

4" White Line

8" White Line

8" White Line

(10' Spacing, 45^)

8" White Line

(10' Spacing, 45^)

8" White Line

8" White Line4" White Line

8" White Line






4" Yellow Double Barrier Line to the end of Flared Intersection pavement marking message arrow.At "T" intersections (3-leg), additionally install left turn

16'

Stop Sign

6'

16'

Stop Sign

6'

16'

Stop Sign

6'

(Only if Turn Lane Length > 300')






60'

60'

60'

08/17/17

2930

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



D-762-6

3-29-16

PAVEMENT MARKING FOR STANDARD 90 DEGREE FLARED INTERSECTION

Roger WeigelUpdated dimensioning8-17-17

section sheet pcn no. job # 44 nd north … nd department of transportation _____ approved date...

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