section sheet pcn no. nd north dakota …

85

2

178 179 180 181

T-1

54-N

T-1

53-N

182

R-102-W

R-101-W

183

N/A N/ASOIB-7-085(115)180

GRAND

FORKS

GO

LD

EN

VA

LLE

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RIC

HLA

ND

RANSOM

SARGENTDICKEY

LA MOURE

BARNES

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MC IN

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MORTON

GRANT

SIOUXADAMS

HETTINGER

SLOPE

BOWMAN EM

MO

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MERCER

STARKBIL

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GS

DUNN

MC KENZIE

MC LEAN

SHERID

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WELLS

EDDY

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GRIG

GS

STEELE

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DIVIDE

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MSEY

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ONBENSONP

IER

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STUTSMAN

STATE COUNTY MAPDESIGNER

for OFFICE OF PROJECT DEVELOPMENT

ND DEPARTMENT OF TRANSPORTATION

DESIGNER

DESIGNER

Darell Arne

Kirk J. Hoff 11-01-19

11

4288

SOIB-7-085(115)180 22678

SOIB-7-085(115)180

McKenzie County

James Douglas Rath,

STATE PROJECT NO.

ND

PCNNO.

SHEET

NO.

SECTION

DEPARTMENT OF TRANSPORTATION

NORTH DAKOTA

11/1/2019 rsamardz R:\project\70085180.115\design\Sheets\001TS_001_Title Sheet.dgn12:48:51 PM

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 # 1

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:

NDDOT DESIGN DIVISION

US Highway 85 S of Lewis and Clark Structure

Wildlife Crossing and High Flow Structure Temporary Scour Hole Fix

11/01/19

McKenzie County

Williams County

Wildlife Crossing

Structure No. 85-180.962

Project SOIB-7-085(115)180

High Flow Structure

Structure No. 85-179.136

Project SOIB-7-085(115)180

L & C Bridge

STATE PROJECT NO.SECTION

NO.SHEET

NO.

10/31/2019 11:48:36 AM darne

ND 2

SOIB-7-085(115)180TABLE OF CONTENTS 1

.. .. ....

Section Page(s) Description

PLAN SECTIONS

1 Title Sheet12 Table of Contents14 Scope of Work1 - 26 Notes18 Quantities120 General Details1 - 330 Typical Sections1 - 282 Survey Data Layouts1100 Work Zone Traffic Control1

Number Description

LIST OF STANDARD DRAWINGS

NDDOT AbbreviationsD-101-1, 2,3NDDOT Utility Company and Organization AbbreviationsD-101-10Line StylesD-101-20, 21SymbolsD-101-30, 31,32Breakaway Systems For Construction Zone Signs - Perforated TubeD-704-7Breakaway Systems For Construction Zone Signs - U-Channel PostD-704-8Construction Sign Details - Terminal And Guide SignsD-704-9Construction Sign Details - Regulatory SignsD-704-10Construction Sign Details - Warning SignsD-704-11, 11ABarricade And Channelizing Device DetailsD-704-13Construction Sign Punching And Mounting DetailsD-704-14Construction Truck And Temporary Detour LayoutsD-704-22Shoulder Closures And Bridge Painting LayoutsD-704-24Portable Sign Support AssemblyD-704-50Standard Woven Wire FenceD-752-3

Misso

uri River

Misso

uri River

Temporary Construction Easem

ent

Temporary Construction Ease

ment


ment

Roa

dway Easem

ent

Roa

dway Easem

ent


ment

Sta 9554+58 to Sta 9555+12

Str No. 85-180.962

Wildlife Crossing

9545+00

9550+00

9555+00

9560+00

9565+00

9570+00

9575+00

9580+00

9585+00

Str No. 85-181.526

Lewis & Clark Bridge

Scour Hole

Estimated Existing

Place Riprap - Special


Temporary Scour Hole Fix

Legend:

US 85

Centerline

SOIB-7-085(115)180 4 1

Scope of Work

Darell Arne,

6523

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

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of Transportation



on and the original

PE- ,

Registration Number



Wildlife Crossing Structure

Wildlife Crossing & High Flow Structure Temporary

Scour Hole Fix South of Lewis & Clark Bridge

10/31/19

9435+00

9440+00

9445+00

9450+00

9455+00

9460+00

9465+00

9470+00

9475+00

9480+00

9485+00

Sta 9458+33 to Sta 9458+67

Str No. 85-179.136

High Flow Structure


ment


ment

Existing

Right of W

ay

Existing

Right of W

ay


ment

Existing

Right of W

ay

Existing

Right of W

ay


ment


ment


ment Scour Hole

Estimated Existing



Temporary Scour Hole Fix

Legend:

US 85 Centerline

SOIB-7-085(115)180 4 2

Scope of Work

Darell Arne,

6523

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

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of Transportation



on and the original

PE- ,

Registration Number



High Flow Structure



10/31/19

NOTES

10/31/2019 1:11:42 PM R:\project\70085180.115\design\Sheets\006NT_001_notes.docm

STATE PROJECT NO. SECTION NO.

SHEET NO.

ND SOIB-7-085(115)180 6 1

This document was originally issued and sealed by Darell Arne,

Registration Number PE-6523,

on 10/31/19 and the original document

is stored at the North Dakota Department of Transportation.

100-P01 NDG&F COORDINATION: Contact Kent Luttschwager at the North Dakota Game and Fish (NDG&F) Williston office 701-774-4320 with a minimum 72 hour notice prior to commencing any of the work items within the Lewis & Clark Wildlife Management Area (WMA), approximate Sta 9437+30 to Sta 9576+60.

105-P01 UTILITIES: The vertical and horizontal utility locations shown in the plans are approximate.

Plan locations should not be interpreted as exact for bidding or construction purposes. 105-P02 UTILITIES: No utility relocations are planned. All utilities on the project need to be protected

and remain in existing location. The fiber optic cable that crosses the washout area of the Wildlife Crossing is currently

exposed, but Midco plans on boring it approximately 30’ deep no later than November 30th, 2019. Contact Derek Weigel of Midco at (701) 751-3683 or email at [email protected] if the fiber optic cable is still exposed prior to construction.

256-P01 RIPRAP - SPECIAL: Place riprap in the scour holes with the following gradation:

Size (Inches) Percent Smaller 44 100 24 50

The scour hole areas may be submerged during construction. Place the riprap carefully to prevent damage to the existing concrete apron, cutoff wall, and sheet pile. Include all labor, material, and equipment costs for hauling and placing the riprap material in the unit price bid for “RIPRAP – SPECIAL”.

704-P01 TRAFFIC CONTROL: Traffic control device quantities are based on the list below.

1. Standard D-704-22, Layout Type K and L for trucks entering and exiting the roadway, as needed.

2. Standard D-704-24, Layout Type HH for shoulder closure through work area. Use

delineator drums through the work area in lieu of jersey barriers. Place sign R2-1a(P)-24 below the speed limit sign that is prior to the shoulder closure work area. Traffic Control Device List is based on one 1,500 LF shoulder closure.

752-P01 FENCING: There is existing Woven Wire Wildlife Fence along the foreslope and/or ditch

bottom within both project areas. Remove no more than 20 LF of this fence at each location to gain access to the construction site at the existing wildlife crossing structure and high flow crossing structure. After the project completion reset the Woven Wire Fence to the pre-construction condition and location. Include all costs for labor, equipment, and materials to gain construction access through the fence and close it off, in the price bid for “Fence Remove & Reset”. A quantity of 40 LF has been provided for this purpose.

ESTIMATE OF QUANTITIESSTATE PROJECT NO. SECTION

NO.SHEETNO.

ND 8

SOIB-7-085(115)180 1

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

103 0100 CONTRACT BOND L SUM 1 1

256 0500 RIPRAP-SPECIAL CY 460 460

262 0100 FLOTATION SILT CURTAIN LF 300 300

262 0101 REMOVE FLOTATION SILT CURTAIN LF 300 300

702 0100 MOBILIZATION L SUM 1 1

704 1000 TRAFFIC CONTROL SIGNS UNIT 740 740

704 1060 DELINEATOR DRUMS EA 27 27

752 0911 TEMPORARY SAFETY FENCE LF 40 40

752 0922 FENCE REMOVE & RESET LF 40 40

ESTIMATE NUMBER: 19923 ESTIMATE TYPE: FINAL FINALIZED: Y RUN DATE: 10/31/2019 TIME: 13:17:03

9555+00

9556+00

9557+00

9558+00

9554+00

Temporary C

onstru

ction Ease

ment

Temporary C

onstru

ction Ease

ment

Roadway E

ase

ment

Roadway E

ase

ment

Roadway E

ase

ment

Estimated Existing Scour Hole

Easting = 1184871.9737

Northing = 418725.1898

OS = 120.5 Rt

Sta 9554+21

Approximate Start of Riprap

Easting = 1184803.2173

Northing = 418814.8070

OS = 120.4 Rt

Sta 9555+33

Approximate End of Riprap

See Sheet 30-1 for proposed typical section.

Notes:


SPEC CODE ITEM DESCRIPTION UNIT QUANTITY

256 0500 RIPRAP - SPECIAL CY 450

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

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of Transportation



on and the original

PE- ,

Registration Number



20

1SOIB-7-085(115)180

Wildlife Crossing Plan Layout

Darell Arne,

6523



10/31/19

Tel Ped

Approx

Loc

NE

MO

NT T

EL

Estimated Existing Scour Hole

See Sheet 30-2 for proposed typical section.

Notes:

Temporary C

onstru

ctio

n Easement

Temporary C

onstru

ctio

n Easement

Existin

g Right of W

ay

Existin

g Right of W

ay

9460+00

9459+00

9458+00

9457+00

9461+00

Easting = 1189949.0535

Northing = 410613.4178

OS = 74.7 Rt

Sta 9458+61

Approximate Start of Riprap

Easting = 1189945.0726

Northing = 410625.9258

OS = 77.9 Rt

Sta 9458+74

Approximate End of Riprap


SPEC CODE ITEM DESCRIPTION UNIT QUANTITY

256 0500 RIPRAP - SPECIAL CY 10

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

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of Transportation



on and the original

PE- ,

Registration Number



20

2SOIB-7-085(115)180

Darell Arne,

6523



High Flow Structure Plan Layout

10/31/19

FLOTATION SILT CURTAINS

May vary with conditionsTYPICAL INSTALLATIONS

Flo

w of

Waterw

ay

TEMPORARY FILL

WORK AREA

PLAN VIEW

FLOTATION SILT CURTAIN - TYPE WORK AREA

DESIGN GUIDELINES:

of the width of stream.41When temporary work encroaches less than

Anchor Point A

X

X

Anchor Point B

WATER VELOCITY

45°

35°

slow, less than 3 ft/sec

moderate, 3 - 5 ft/sec

PLAN VIEW

FLOTATION SILT CURTAIN - TYPE MOVING WATER

DESIGN GUIDELINES:

` Road

Edge of Roadway

Toe of Fill

Edge of Roadway

Toe of Fill

Anchor Point A

XX

Anchor Point B

Type Still Water

Flotation Silt Curtain,

PLAN VIEW

FLOTATION SILT CURTAIN - TYPE STILL WATER

Water Surface

Carrier FloatSteel Tension Cable

Variable length curtain fabric

7

1

Curtain weight

SECTION X-X

Anchor cable

Bottom

Stream Width Max.41

Flo

w of

Waterw

ay

X

X

35^(Typ)

Underwater Anchor

Anchor Cable

Anchor Point A

Anchor Point B

Flotation Silt Curtain

Bank

Bank

B=Strea

m

Width

(0.6)

B m

ax

(1.5) B Typ

PLAN VIEW

DESIGN GUIDELINES:

width of the stream31When temporary work encroaches more than

FLOTATION SILT CURTAIN - TYPE HERRING BONE PATTERN

Flo

w of

Waterw

ay

Anchor Point BBank

Bank

Anchor Point A

Anchor Cable

Underwater Anchor

25'

min X

X

Type Moving Water

Flotation Silt Curtain

Strea

m or

River

width of

31 -

41

embankment as possible(6 ft max) as close to toe of

45° Typ45° Typ

Marsh

or

Lake

strea

m width

3

1Less than

|

surface meets work

Point where water

WORK AREA

Fiber Rolls

Silt Fence or

or Fiber Rolls

Silt Fence

Maximum water velocity for moving water = 5 ft/secNote:

Or where stream width doesn't allow use of Type Moving Water

Bank

| Typ

TEMPORARY

Underwater Anchors

Underwater Anchors

Underwater Anchor

Bank

Rock Berm

*Temporary

Include all costs for the temporary rock berm in price bid for the "Riprap".

*In areas where the plans call for riprap at the bridge, provide a temporary rock berm.

to allow water flow.

For narrow waterways, the curtain may be placed 1 foot above the bottom of waterway

width of the stream.31 but less than 4

1When temporary work encroaches more than

Silt curtain

of

water

1/3 d

epth

18" - 24"

TEMPORARY ROCK BERM

reach b

otto

m

Curtain to

Extend silt curtain onto shore and anchor there also.

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

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of Transportation



on and the original

PE- ,

Registration Number



20

SOIB-7-085(115)180 3

Temporary Erosion Control - Flotation Silt Curtain



Darell Arne,

6523

10/31/19

5'

35'

1.5:1

PZ 22 Sheet Piling

Elevation = 1849.0

Estimated Existing Ground of Scour Hole

EX85 `

6" Concrete Floor

Wildlife Crossing Structure - Downstream Side

Proposed Typical Section

See Sheet 20-1 for estimated limits of riprap placement. May vary based on field conditions.

Notes:

F1


~ 50' From Concrete Floor

Proposed Fiber Optic Line

~ 30' Deep

Estimated 0.5' Gap

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

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of Transportation



on and the original

PE- ,

Registration Number



SOIB-7-085(115)180 1

Darell Arne,

6523

Wildlife Crossing Structure



30


10/31/19

5'

1.5:1

Estimated Existing Ground of Scour Hole

EX85 `

Concrete Floor

Elevation = 1851.57

High Flow Structure - Downstream Side


See Sheet 20-2 for estimated limits of riprap placement. May vary based on field conditions.

Notes:


Cutoff Wall

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

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of Transportation



on and the original

PE- ,

Registration Number



SOIB-7-085(115)180 2

Darell Arne,

6523



30


High Flow Structure

10/31/19

Chain EX85 contains:

EX851 CUR EX85_3 EX855

Beginning chain EX85 description

Feature: Alignment 1 L

===============================================================================

Point EX851 N 408,232.5552 E 1,191,348.8778 Sta 9431+00.00

Course from EX851 to PC EX85_3 N 32° 00' 08.77" W Dist 11,176.6142 11,176.6142

Curve Data

*----------*

Curve EX85_3

P.I. Station 9550+13.53 N 418,335.5364 E 1,185,035.2369

Delta = 6° 41' 39.62" (LT) (LT)

Degree = 0° 27' 17.02" 17.02"

Tangent = 736.9196

Length = 1,472.1622

Radius = 12,600.0000

External = 21.5312

Long Chord = 1,471.3250

Mid. Ord. = 21.4945

P.C. Station 9542+76.61 N 417,710.6097 E 1,185,425.7714

P.T. Station 9557+48.78 N 418,910.6768 E 1,184,574.5156

C.C. N 411,033.1724 E 1,174,740.6494

Back = N 32° 00' 08.77" W W

Ahead = N 38° 41' 48.40" W W

Chord Bear = N 35° 20' 58.59" W W

Course from PT EX85_3 to EX855 N 38° 41' 48.40" W Dist 3,775.4449 3,775.4449

Point EX855 N 421,857.2815 E 1,182,214.1122 Sta 9595+24.22

===============================================================================

Ending chain EX85 description

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

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of Transportation



on and the original

PE- ,

Registration Number



SOIB-7-085(115)180 1

Darell Arne,

6523



82

Alignment Description

Existing US 85 Mainline

10/31/19

SECTION SHEETNO. NO.

100 1

E5-1-48 48"x48" EXIT GORE 35 48"x48" RIGHT or LEFT SHOULDER CLOSED AHEAD or __ FT or _ MILE 70

G20-1-60 60"x24" ROAD WORK NEXT __ MILES 28 48"x48" SURVEY CREWG20-1b-60 60"x24" NO WORK IN PROGRESS (Sign and installation only) 18 48"x48" BRIDGE PAINTING AHEAD or __ FTG20-2-48 48"x24" END ROAD WORK 2 26 52 48"x48" MATERIAL ON ROADWAYG20-4-36 36"x18" PILOT CAR FOLLOW ME (Mounted to back of pilot car) 18 48"x48" PAVEMENT BREAKSG20-10-108 108"x48" CONTRACTOR SIGN 70 48"x48" RUMBLE STRIPS AHEADG20-50a-72 72"x36" ROAD WORK NEXT __ MILES RT & LT ARROWS 43 48"x48" FRESH OIL LOOSE ROCKG20-52a-72 72"x24" ROAD WORK NEXT __ MILES RT or LT ARROW 36G20-55-96 96"x48" SPEED LIMIT ENFORCED - MINIMUM FEE $80 WHEN WORKERS PRESENT 59M1-1-36 36"x36" INTERSTATE ROUTE MARKER (Post and installation only) 10M1-4-24 24"x24" U.S. ROUTE MARKER (Post and installation only) 10M1-5-24 24"x24" STATE ROUTE MARKER (Post and installation only) 10M3-1-24 24"x12" NORTH (Mounted on route marker post) 7M3-2-24 24"x12" EAST (Mounted on route marker post) 7M3-3-24 24"x12" SOUTH (Mounted on route marker post) 7M3-4-24 24"x12" WEST (Mounted on route marker post) 7M4-8-24 24"x12" DETOUR (Mounted on route marker post) 7M4-9-30 30"x24" DETOUR ARROW RIGHT or LEFT/AHD AND RT or LT 15M4-10-48 48"x18" DETOUR (INSIDE ARROW) RIGHT or LEFT (Mounted on barricade) 7M5-1-21 21"x15" ADVANCE TURN ARROW RT or LT(Mounted on route marker post) 7M5-1-30 30"x21" ADVANCE TURN ARROW RT or LT(Mounted on route marker post) 9M6-1-21 21"x15" DIRECTIONAL ARROW RT or LT (Mounted on route marker post) 7M6-1-30 30"x21" DIRECTIONAL ARROW RT or LT (Mounted on route marker post) 9M6-3-21 21"x15" DIRECTIONAL ARROW UP (Mounted on route marker post) 7R1-1-48 48"x48" STOP 4 32 128

R1-2-60 60"x60" YIELD 29R2-1-36 36"x48" SPEED LIMIT __ (Portable only) 4 30 120

R2-1-48 48"x60" SPEED LIMIT __ 39R2-1aP-24 24"x18" MINIMUM FEE $80 (Mounted on Speed Limit post) 2 10 20 SPECIAL SIGNS

R3-2-48 48"x48" NO LEFT TURN 35R4-1-48 48"x60" DO NOT PASS 39R4-7-48 48"x60" KEEP RIGHT 39R5-1-48 48"x48" DO NOT ENTER 35R6-1-54 54"x18" ONE WAY RIGHT or LEFT (Mounted on STOP or DO NOT ENTER post) 14R7-1-12 12"x18" NO PARKING ANY TIME 11R10-6-24 24"x36" STOP HERE ON RED 16R11-2-48 48"x30" ROAD CLOSED (Mounted on barricade) 12R11-2a-48 48"x30" STREET CLOSED (Mounted on barricade) 12R11-3a-60 60"x30" ROAD CLOSED __ MILES AHEAD LOCAL TRAFFIC ONLY (Mtd on barricade) 15R11-3c-60 60"x30" STREET CLOSED __ MILES AHEAD LOCAL TRAFFIC ONLY (Mtd on barricade) 15R11-4a-60 60"x30" STREET CLOSED TO THRU TRAFFIC (Mounted on barricade) 15W1-3-48 48"x48" REVERSE TURN RIGHT or LEFT 35W1-4-48 48"x48" REVERSE CURVE RIGHT or LEFT 35W1-4b-48 48"x48" TWO LANE REVERSE CURVE RIGHT or LEFT 35W1-6-48 48"x24" ONE DIRECTION LARGE ARROW 26W3-1-48 48"x48" STOP AHEAD 35W3-3-48 48"x48" SIGNAL AHEAD 35 TRAFFIC CONTROL SIGNS TOTAL UNITS

W3-4-48 48"x48" BE PREPARED TO STOP 35W3-5-48 48"x48" SPEED REDUCTION AHEAD 2 35 70

W4-2-48 48"x48" LANE ENDS RIGHT or LEFT 35W5-1-48 48"x48" ROAD NARROWS 35W5-8-48 48"x48" THRU TRAFFIC RIGHT LANE 35W5-9-48 48"x48" ROAD WORK TRAFFIC ONLY DOWN & LT or RT ARROW 35W6-3-48 48"x48" TWO WAY TRAFFIC 35W8-1-48 48"x48" BUMP 35W8-3-48 48"x48" PAVEMENT ENDS 35W8-7-48 48"x48" LOOSE GRAVEL 35W8-11-48 48"x48" UNEVEN LANES 35W8-12-48 48"x48" NO CENTER LINE 35W8-17-48 48"x48" SHOULDER DROP-OFF SYMBOL 35W8-53-48 48"x48" TRUCKS ENTERING HIGHWAY 35W8-54-48 48"x48" TRUCKS ENTERING AHEAD or __ FT or _ MILE 2 35 70

W8-55-48 48"x48" TRUCKS CROSSING AHEAD or __ FT or _ MILE 2 35 70

W8-56-48 48"x48" TRUCKS EXITING HIGHWAY 35W9-3a-48 48"x48" CENTER LANE CLOSED SYMBOL 35W12-2-48 48"x48" LOW CLEARANCE 35W13-1P-30 30"x30" __ MPH ADVISORY SPEED PLAQUE (Mounted on warning sign post) 14W14-3-64 64"x48" NO PASSING ZONE 28W16-2P-30 30"x24" __ FEET PLAQUE (Mounted on warning sign post) 10W20-1-48 48"x48" ROAD WORK AHEAD or _FT or _ MILE 2 35 70

W20-2-48 48"x48" DETOUR AHEAD or __ FT or _ MILE 35W20-3-48 48"x48" ROAD or STREET CLOSED AHEAD or __ FT or _ MILE 35W20-4-48 48"x48" ONE LANE ROAD AHEAD or __ FT or _ MILE 35W20-5-48 48"x48" RIGHT or CENTER or LEFT LANE CLOSED AHEAD or __ FT or _ MILE 35W20-7-48 48"x48" FLAGGER 35W20-8-18 18"x18" STOP - SLOW PADDLE Back to Back 5W20-52P-54 54"x12" NEXT __ MILES (Mounted on warning sign post) 12W21-1-48 48"x48" WORKERS 35W21-2-48 48"x48" FRESH OIL 35W21-3-48 48"x48" ROAD MACHINERY AHEAD or __ FT or _ MILE 35W21-5-48 48"x48" SHOULDER WORK 35W21-5a-48 48"x48" RIGHT or LEFT SHOULDER CLOSED 2 35 70

UNITS

SUB

TOTAL

This document wasoriginally issuedand sealed byDarell Arne,

Registration NumberPE-6523,

on 10/31/19 and theoriginal document

is stored at the North Dakota Department of Transportation.

27

Traffic Control Devices List

35

NOTE:If additional signs are required, units will be calculated using the formula from Section III-18.06 of the Design Manual.http://www.dot.nd.gov/

740

STATE

ND

PROJECT NO.

35

SOIB-7-085(115)180

UNITS

PER

AMOUNT

35

35

AMOUNT

REQUIRED

2

SIGN

SIZE

W21-5b-48

DESCRIPTION

353535

UNITS

PER

AMOUNT

UNITS

SUB

TOTAL

SIGN

NUMBER

SIGN

NUMBER

SIGN

SIZEDESCRIPTION

AMOUNT

REQUIRED

W21-50-48W21-51-48W21-52-48W21-53-48

W21-6-48

W22-8-48

EACH

EACHEACH

EACH

EACH

EACHEACHEACH

QUANTITY

704-1072704-1080704-1081704-1085

704-3501

SEQUENCING ARROW PANEL - TYPE B

SFLFEACH

EACH

EACH

EACHEACH

EACH

704-1052704-1050

PORTABLE RUMBLE STRIPS

SEQUENCING ARROW PANEL - TYPE A

LFLF

SPEC & CODE

DESCRIPTION

FLAGGING704-0100 MHR

704-1000

SPEC &

CODEUNIT

DELINEATOR DRUMS

TRAFFIC CONES

PRECAST CONCRETE MED BARRIER - STATE FURNISHEDRAISED PAVEMENT MARKERSSHORT TERM 4IN LINE - TYPE RSHORT TERM 4IN LINE - TYPE NR

704-3510762-0200762-0420762-0430

STACKABLE VERTICAL PANELSVERTICAL PANELS - BACK TO BACK

704-1070 DELINEATOR

SEQUENCING ARROW PANEL - TYPE COBLITERATION OF PVMT MKPORTABLE PRECAST CONCRETE MED BARRIER

704-1048

FLEXIBLE DELINEATORS

TYPE I BARRICADESTYPE III BARRICADES

EACH

704-1086704-1087704-1500

704-1060

704-1065704-1067 TUBULAR MARKERS

10/31/2019 1:25 PM R:\project\70085180.115\design\Sheets\100WZ_001_TCDL.xlsm VERSION: 7.18.2019

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

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

Clnt clean-out

Clr clear

Cl&gr

Comb. combination

Coml commercial

Compr compression

CADD

Conc concrete

Cond conductor

Const construction

Cont continuous

CSB

Contr contraction

Contr contractor

CP

Coord coordinate

Cor corner

Corr corrected

CAES

CAP

CMES

CMP

CPVCP

CSES

CSP pipe steelcorrugated

C coulomb

Co County

Crse course

CS

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

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

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

CECB concrete erosion control blanket

C Gr coarse gravel

coarse sand

CSFES corrugated steel flared end section

CSTES corrugated steel traversable end section

Cl or `

Dia or |

corrugated aluminum end section

corrugated metal end section

corrugated aluminum pipe

control point

corrugated metal pipe

corrugated poly-vinyl chloride pipe

corrugated steel end section

computer aided drafting & design

clearing & grubbing

coal slackCo S

continuous split barrel sample

clay loamCl Lm

BG below grade

DSDS dynamic speed display sign

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,

09/20/18

09-20-18 General Revisions 04-23-18 General Revisions

Fnd found

Fdn foundation

Frac fractional

Frwy freeway

Frt front

FF facefront

DispF dispenserfuel

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

Kg kilogram

Kg/m3

Km kilometer

K Kip(s)

LS

LSIT

Ln lane

Lg large

Lat latitude

Lt left

L

Lens lenses

Lvl level

LB

Lvlng leveling

Lht light

LP

Ltg lighting

LF

Liq liquid

LL

L litre

Lm loam

Loc location

LC

Long. longitude

Lp loop

LD

Lm lumen

Lum luminaire

Lx lux

ML

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

MP

Ml milliliter

Mm millimeter

Mm/hr

Min minimum

Misc miscellaneous

Mon monument

Mnd mound

Mtbl mountable

Mtd mounted

Mtg mounting

Mk muck

Mun municipal

N nano

NGS

NS

Neop neoprene

Ntwk network

N newton

N North

NE

NW

NB Northbound

number

Obsc obscure(d)

Obsn observation

Ocpd occupied

Ocpy occupy

O/s offset

OC

C

OC

Orig original

OD

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

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

pounds

PP

Preempt preemption

Prefab prefabricated

Prep preperation

Press. pressure

HMA hot mix asphalt

MGS Midwest Guardrail System

Mb mailbox

P Cap plastic cap

Pl or Í

Prfmd or Pref preformed

National Geodetic Survey

near side

millimeters per hour

mile marker

mile post

one dimensional consolidation

organic content

on center

out to outO To O

outside diameter

North West

No. or #

North East

office locationOff Loc

level book

length of curve

light pole

lignite coalLig Co

kilogram per cubic meter

kilo pascal

Land Surveyor (licensed)

Land Surveyor In Training

L Sum lump sum

loop detector

main line

M Hr man hour

liquid limit

lignite slackLig Sl

linear foot

long chord

plastic limit

plan & profile

Lb or #

power pole


07-01-14

2930

Roger Weigel,

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



04/23/18


PRV valve reliefpressure

Prestr prestressed

Pvt private

PD driveprivate

Prod. production/produce

Prog programmed

Prop. property

LnProp lineproperty

Ppsd proposed

PB boxpull

Qty quantity

Qtr quarter

R orRad radius

RR railroad

Rlwy railway

Rsd raised

RTP

range

RC

Rec record

Rcy recycle

RPCC

Ref reference

RM

Refl reflectorized

RCP

RCPS

Reinf reinforcement

Res reservation

Ret retaining

Rev reverse

Rt right

R/W

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

S siemens

SD

Sig signal

Sgl single

SC

SS

Sm small

S South

SE

SW

SB Southbound

Sp spaces

Spcl special

SP

G

Spk spike

SC

ST

SB

SH

SV

Sq square

SF

Km2

M2

SY

Stk stake

Std standard

N

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

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

Rs residence

SRCP slotted reinforced concrete pipe

TES traversable end section

RCB

RCES

RCFES reinforced concrete flared end section

RCTES reinforced concrete traversable end section

Z zenith

RP reference point

Sw or Sdwk sidewalk

right of way

reinforced concrete end section

reinforced concrete box

rapid curing

Rge or R

random traverse point

reinforced concrete pipe

reinforced concrete pipe sewer

R Mkr

reference monument

reference marker

sprinkler head

split barrel sample

spiral to tangent

sprinkler valve

special provisions

spiral to curve

specific gravity

standard penetration test

square meter

square kilometer

square feet

square yard

sight distance

silt clay

Si Cl Lm

Si Cl

South East

South West

silty loam

silty clay loam

Si Lm

slow setting

slow curing


07-01-14

2930

Roger Weigel,

04/23/18


REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



702COM Communications702

ACCENT CommunicationsAccent

WUAGASSIZ Incorporated Users WaterAgassiz

AGC America of Contractors GeneralAssiociated

PlAll PipelineAlliance

WU SEASALL Association Users Water SeasonsAll

PlAMOCO Company PipelineAmoco

HESSAMRDA Corporation HessAmerada

AT&T CorporationAT&T

PAWB Incorporated Energy PawBear

ELECBAKER ElectricBaker

ELECBASIN Incorporated Cooperative ElectricBasin

TELBEK Cooperative CommunicationsBek

PLBELLE Company Pipeline FourcheBelle

BLM Management Land ofBureau

BNSF Railway Fe Santa NorthernBurlington

BOEING Boeing

RWDBRNS District Water RuralBarnes

ELECBURK-DIV Cooperative ElectricBurke-Divide

WUBURL Users WaterBurleigh

OneCable OneCable

SERVCABLE ServicesCable

ELECCAP Incorporat Cooperative ElectricCapital

ELEC COCASS Cooperative Electric CountyCass

RWUCASS Incorporated Users Water RuralCass

ELECCAV Cooperative Electric RuralCavalier

CBLCOM Fargo OfCablecom

PLCENEX PipelineCenex

DIST WATER PLCENT District Water Line PipeCentral

ELEC PWRCENT Cooperative Electric PowerCentral

COE Engineers ofCorps

TELCONS TelephoneConsolidated

RESCONT Inc ResourceContinental

CPR Railway PacificCanadian

E OD Energy OfDepartment

CARRDAK Network CarrierDakota

TEL CENTDAK Telephone CentralDakota

RWDDAK District Water RuralDakota

DGC Company GasificationDakota

NET RDICKEY Networks RuralDickey

RWUDICKEY Association Users Water RuralDickey

TELDICKEY TelephoneDickey

DNRR Railroad NorthernDakota

PLDOME Company PipelineDome

DVELEC Cooperative Electric ValleyDakota

DVMW Western & Valley MissouriDakota,

ENBRDG Incorporated PipelinesEnbridge

ENVENTIS TelephoneEnventis

MNGFALK Company MiningFalkirk

FHWA Administration HighwayFederal

WD FKS-TRLG District Water Forks-traillGrand

TRAN & TRDGETTY Transportation & TradingGetty

ELEC WGLDN Cooperative Electric WestGolden

TEL COGRGS Telephone CountyGriggs

GAS NAT PLNSGT Company Gas Natural PlainsGreat

TELHALS Company TelephoneHalstad

IDEA1 Idea1

TELINT-COMM Company TelephoneInter-Community

PLKANEB Company PipelineKaneb

ELECKEM Incorporated Cooperative ElectricKem

SYS GATHKOCH Incorporated Systems GatheringKoch

PLLKHD Company PipelineLakehead

RWULNGDN Incorporated Users Water RuralLangdon

ELEC R YELLLWR Electric Rural YellowstoneLower

CONMCKNZ Telcom ConsolidatedMcKenzie

ELECMCKNZ Cooperative ElectricMcKenzie

WRDMCKNZ District Resource Water CountyMcKenzie

MCLEOD USAMcLeod

ELECMCLN Cooperative ElectricMcLean

WAT RMCLN-SHRDN Water RuralMcLean-Sheridan

MDU UtilitiesMontana-dakota

CABLEMID-CONT CableMid-Continent

TELMIDSTATE Company TelephoneMidstate

CABLEMINOT Television CableMinot

TELMINOT Company TelephoneMinot

S W WMISS System Water WestMissouri

PWRMNKOTA PowerMinnkota

ELECMOR-GRAN-SOU Cooperative ElectricMor-gran-sou

ELECMOUNT-WILLI Cooperative ElectricMountrail-williams

TEL LBTYMRE Telephone Liberty &Moore

MUNICIPAL Sewer And WaterCity

MUNICIPAL '..................' OfCity

ELEC CENTN Cooperative Electric CentralNorth

DIST W VALLN District Water ValleyNorth

REC & PKSND Recreation And Parks DakotaNorth

TELND Company Telephone DakotaNorth

NDDOT Transportation of Department DakotaNorth

DEPT SCI SOILNDSU Department Science SoilNDSU

TELNEMONT TelephoneNemont

ELEC RNODAK Cooperative Electric RuralNodak

TEL FRMSNOON Company Telephone FarmersNoonan

NPR Railroad PlainsNorthern

NSP Power StatesNorthern

RW PRAIRNTH Association Water Rural PrairieNorthern

PL BRDRNTHN Pipeline BorderNorthern

ELEC PLNSNTHN Incorporated Cooperative Electric PlainsNorthern

REFNTHWSTRN Company RefineryNorthwestern

COMMNW Cooperation CommunicationNorthwest

ONEOK gasOneok

OSHA Administration Health and SafetyOccupational

PWR TLOTTR Company Power TailOtter

M E LP Marketing EnergyPrairielands

COMPOLAR CommunicationsPolar

ELECPVT ElectricPrivate

QWEST CommunicationsQwest

SUPPLY WR&T Association Supply Water T &R

TEL RIVRED Telephone Rural RiverRed

TELRESVTN TelephoneReservation

TELROBRTS Telephone CompanyRoberts

ELECR-RIDER

RRVW Railroad Western & Valley RiverRed

U W ES Incorporated Users Water EastSouth

CABLESCOTT Dickinson Television CableScott

ELECSHERDN Cooperative ElectricSheridan

ELEC VLYSHEYN Cooperative Electric ValleySheyenne

SKYTECH Incorporated TechnologiesSkyland

ELECSLOPE Incorporated Cooperative ElectricSlope

TELCOM RIVSOURIS Telecommunications RiverSouris

COMM WATST Commission WaterState

WATER LNSTATE Cooperative Water LineState

ENGSTER EnergySterling

RWUSTUT Users Water RuralStutsman

PRJ PLSW Project PipelineSouthwest

C MT Communications MountainTurtle

TCI Dakota North ofTCI

PL PLNS HGHTESORO Pipeline Plains HighTesoro

WUTRI-CNTY Incorporated Users WaterTri-County

RWU COTRL Users Water Rural CountyTraill

TELUNTD TelephoneUnited

WUA SOURUPPR Association Users Water SourisUpper

SPRINTUS SprintU.S.

CABLE MSLUSAF Cable MissileU.S.A.F.

USFWS Service Wildlife and FishUS

COMMUSW Communications WestU.S.

ELECVRNDRY Cooperative ElectricVerendrye

TEL RIVW Incorporated Telephone RiverWest

WEB Association Development Water B. E.W.

RWAWILLI Association Water RuralWilliams

PL BASWILSTN Company Pipeline Interstate BasinWilliston

RWDWLSH District Water Rural WaterWalsh

TELWOLVRTN TelephoneWolverton

XLENER EnergyXcel

YSVR Railroad ValleyYellowstone

S CENT REG WD

MISS VALL COMM Missouri Valley Communications

South Central Regional Water District

Roughrider Electric Cooperative

GTR RAMSEY WD Greater Ramsey Water District

NWRWD Northwest Rural Water District

2930

Roger Weigel,

09/20/18

NDDOT UTILITY COMPANY AND ORGANIZATION ABBREVIATIONS D-101-10

07-01-14

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number




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

Top Post Receiver

Bottom Soil Stub

in.

Size

Tube

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

" ASTM A36 structural angle83"x2

1"x221Angle Receiver - 2

Plate - ASTM A572 grade 50

5. Provide more than 7' between the first and fourth posts of a four post sign.

4. In concrete sidewalk, use same anchor without wings.

measurement above and below post location and back and ahead of post.

3. Provide 4" vertical clearance for anchor or breakaway base. Measure the 4"x60"

2. Use anchor with 43.9 KSI yield strength and 59.3 KSI tensile strength.

1. Torque slip base bolts as specified by manufacturer.

Notes:

post installation)

anchor plate (one

Minimum 10 guage

post installation)

anchor plate (two

Minimum 10 guage

"x10 ga.21"x10 ga. into 216

3(B) For additional wind load, insert the 2

(A) Use breakaway base when support is placed in weak soils. Engineer determines if soils are weak.

New Design Engr PE Stamp

Updated to active voice

10-03-19

9-27-17

2-28-14

4683

BREAKAWAY SYSTEMS FOR CONSTRUCTION ZONE SIGNS D-704-7

Kirk J Hoff,

10/03/19

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



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

Install a maximum of 3 posts within 7'. Install a maximum of 3 posts within 7'.

Install a maximum of 2 posts within 7'.

bolts have full contact across the entire width.

5. Properly nest base post, strap, and sign post. Proper nesting occurs when all flat surfaces of the base post, strap, and sign post at the

"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) Establish proper assembly by lining up bottom hole of retainer strap with 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:

New Design Engr PE Stamp

Updated to active voice

10-03-19

9-27-17

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number


This document was originally2-28-14

4683

BREAKAWAY SYSTEMS FOR CONSTRUCTION ZONE SIGNS D-704-8

Kirk J Hoff,

10/03/19

3.15" 29.7" 3.15"

36"

4.5"

9"B

4.5"

18"

New Design Engineer PE Stamp

Added sign & background color

10-03-19

8-17-17

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



4683

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

Kirk J Hoff,

10/03/19

Background: white


18"18"

19"19"

48"

30"

"21

"43

5"

4"

5"

Background: white


R11-2a-48

Background: white


R11-4a-60

30"

60"

"871R

"2122 "16

524

1"3"

"413

3"

"4124"4

124

"21

"43

"871R

4"

"212

"212

4"

6"C

6"C

5"C

8"D

8"D

Background: white


60"

1"3"

"2122 "16

524

"43

"21

"871R

3""815

R11-3c-60

Background: white


30"

4"

"833

"833

"414

4"C

6"C

5"C

"8512"8

53 "871

"8317

"8113 3" 10"8" 11"

"213

24"

5"

5"

5"D

5"D

24"

4"

"1618

"16137

"83

"85

"16139

"1699

"211R

"818

"818

18"

"1653

"1653

"1693

"83

"85

24"

"212

"212

"1693

"211R

3"D

2"

3"D

2"

3"D

R1-50P-24

R2-1aP-24

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



D-704-10

4683

CONSTRUCTION SIGN DETAILS

REGULATORY SIGNS

Kirk J Hoff,New Design Engineer PE Stamp

Revised sign number

10-03-19

8-17-17

10/03/19

6"C

6"C

6"C

"411

"43

48"

48"

W8-56-48

Background: orange


"8112"16

312

"16151112"

"871314"

WORD LETTER SPACING

AHEAD Standard

Standard

Standard

Standard

Standard

200 FT

350 FT

500 FT

1000 FT

1500 FT

MILE21

1 MILE

* DISTANCE MESSAGES

"213

"213 Reduce 40%

Reduce 40%

Reduce 50%

ARROW DETAILS

Background: orange


W5-8-48

48"

48"

"879"8

79

"16116"16

116

"16111"16

111

"16119

"16119

"412

6"D

6"D

6"D

6"D

"214

"214

"214

W9-3a-48

48"

W5-9-48

Background: orange


"1691

48"6"D

6"D

6"D

6"D

3"

3"

3"

"8310"8

310

3"

"1617

6"C

6"C

6"C

"213

"213

48"

48"

W8-53-48

Background: orange


"16151112"

"16515"8

315

"871314"

"411

"43

"43

"411

"43

"411

6"C

6"C

"213

"213

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

48"

48"

17"17"

14""161513

7"C

6"C

"1693

"1693

DETAILS

See ARROW

"161310"16

1310

"16116"16

116

"8110"8

110

"212

*

*

"212

"213

"213

3"R 3"R 3"R

3"R3"R

3"R

"411

3"R

"43

48"

48"

W8-9a-48

Background: orange


"8511"8

511

"161519"16

1519

2"

7"C

"16134

7"D

"16134

7"D

"818

"818

48"

48"

W9-3a-48

Background: orange


20"

"8311

"161313

"161313

3"R

"411

"43

"417

"16134

"16134

"417

"16134

W5-9-48

"852

"83

"214

"167R

"412

"811

45°

"852

"414"4

14

"874

"874

"85

19"

"858

"874

"874

"85

"852

"2110R

"2110R "16

13R

"838

40.9°

40.9°

"413

"852

"858

"1613R

New Design Engineer PE Stamp

Revised sign and arrow details

Updated sign number

10-03-19

5-31-18

8-17-17

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



D-704-11

4683


WARNING SIGNS

Kirk J Hoff,

10/03/19

Background: orange


48"

48"

15"15"

"16114"16

114

"873

3"

6"C

6"C

6"C

3"

3"

48"

W22-8-48

Background: orange


1"

48"

7"C

7"C

"411

"43

"411

Background: orange


48"

"4116"4

116

"4121"4

121

7"C

7"C

4"

"43

"411

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

48"

6"

6"

* DISTANCE MESSAGES

6"D

"873

W21-50-48

W21-51-48

"43

5"22" "21

"87183"

"1633 3"

"211R

Reduce 40%

Reduce 40%

Reduce 50%

*

"16119 "16

1111

Background: orange


48"

48"

"16919"16

919

"4114"4

114

7"C

7"C

5"

"411

W21-52-48

"43

"411

"43

7"C

4"

7"C

4"

7"C"2

13

"161312"16

1312

15"15"

48"

48"

Background: orange


3"R 3"R 3"R

3"R

3"R 3"R

"4112"4

112

W21-53-48

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



D-704-11A

2930


WARNING SIGNS

Roger Weigel,

5/31/18

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.

9-27-17 Updated to active voice

9/27/2017

XXXX FT

ENTERING

TRUCKS XXXX FT

TRUCKS

CROSSING

XXXX FT

ENTERING

TRUCKS

XXXX FT

TRUCKS

CROSSING

M.P.H.

XX

SPEED LIMIT ENFORCED

MINIMUM FEE $80WHEN WORKERS PRESENT

ROAD WORK

NEXT MILES00

WORK

IN PROGRESS

IN PROGRESS

NO WORK

END

ROAD WORK

NEXT MILES

ROAD WORK

00

NEXT MILES00

ROAD WORK

BE

PREPARED

TO STOP

SPEED

XXLIMIT

SPEEDLIMIT

XX

BE

PREPARED

TO STOP

SPEED

XXLIMIT

SPEEDLIMIT

XX

BE

PREPARED

TO STOP

SPEED

XXLIMIT

SPEEDLIMIT

XX

BE

PREPARED

TO STOP

SPEEDLIMIT

XXSPEED

XXLIMIT

M.P.H.

XX

SPEED

XXLIMIT

M.P.H.

XX

M.P.H.

XX

Urban - Low Speed (30 mph or less)

Road Type

ADVANCE WARNING SIGN SPACING

Min. (ft)

Distance Between Signs

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 (over 30 to 40mph)

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

KEY

Sign

Work area

Flagger

approach

Truck

approach

Truck

crossing

Truck

C

C

C

500' Min 500' Min 300' MinA

A

100 Ft

50 to 100 Ft

50 to1/2 B 1/2 B 1/2 C

1/2 B1/2 B1/2 C

1/2 B 1/2 C 1/2 C1/2 A 1/2 A

1/2 A1/2 A1/2 B1/2 C1/2 C

Portable

R2-1-36Portable

W3-4-48Portable

W3-5-48

Portable

R2-1-36

Portable

W3-4-48Portable

W3-5-48

Portable

R2-1-36Portable

W3-4-48Portable

W3-5-48

or

Barricade mounted

W1-6(L)-48

Post mounted

W8-54-48

(see note #9)

Post mounted

R1-1-48

(see note #9)

Post mounted

R1-1-48

Post mounted

W8-54-48

or

Barricade mounted

W1-6(R)-48

Portable

R2-1-36

Portable

W3-4-48

Portable

W3-5-48

Post mounted

G20-52a-72

Post mounted

G20-2-48

(see note #9)

Post mounted

R1-1-48

Post mounted

G20-55-96(see note #3)

R2-1-48

Post mounted

(see note #8)

G20-1b-60

G20-1-60

Post mounted

G20-52a-72

(see note #9)

Post mounted

R1-1-48

Post mounted

W8-55-48

Post mounted

W8-55-48

C

barricade

Type III

Portable

W20-7-48

need for flagman depending upon location and condition of detour.

Remove signs when detour is removed. Engineer may eliminate

Temporary detour for culvert installation within major work areas.

Cover signs or take down at night.

Heavy truck traffic onto through highway.

Cover signs or take down at night.

Trucks crossing through highway.

Maintain one-way traffic through work area within major work area.

Temporary half-roadway construction for two-lane highway.

conjunction with other standards

T-Intersection location used in

Portable

W20-7-48

Portable

W20-7-48

Portable

W20-7-48

Post mounted

W1-3(L)-48Post mounted

W1-4(L)-48

Post mounted

W1-3(R)-48Post mounted

W1-3(R)-48

Recommend using 40 mph speed limit in vicinity of workers, unless location and conditions dictate otherwise.11.

Sign G20-55-96 is not required if layout is part of other traffic control or if work is less than 15 days.10.

If existing stop sign is in place, a 48" stop sign is not required. 9.

Install sign G20-1b-60 when work is suspended for winter. 8.

Standard Specifications.As an option, use portable sign supports in lieu of post mounted signs in accordance with NDDOT 7.

Covered (when approved by engineer) or obliterated pavement marking measured as Obliteration of Pavement Marking. 6.

Cover existing speed limit signs within a reduced speed zone. 5.

and at such a distance above the edge that the flag does not touch the sign when limp.

Install flags on warning signs in urban areas when signs are not portable. Mount 24 inch square flags perpendicular to the edges of the sign, 4.

B. 21second speed limit sign with the desired speed reduction (not to exceed 30 mph.) Place the second speed limit sign at

Determine the reduced speed limit based on the in-place speed limit before construction. Where speed reductions exceed 30 mph, install a 3.

Where necessary, safe speed to be determined by the Engineer. 2.

Place barricades on a moveable assemblies and signs on portable assemblies when located on roadway. 1.

Notes

(see note #2)

W13-1P-30

(see note #2)

W13-1P-30

(see note #2)

W13-1P-30

(see note #2)

W13-1P-30

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



D-704-22

08/17/17

2930

CONSTRUCTION TRUCK AND TEMPORARY DETOUR LAYOUTS

TRUCKS ENTERING ROADWAY

TYPE K

TRUCKS CROSSING ROADWAY

TYPE L

TEMPORARY DETOUR LAYOUT

TYPE M

TEMPORARY CONSTRUCTION

TYPE N

TRAFFIC IS MAINTAINED

2 & 4 LANE HIGHWAYS WHERE

TYPE O

Roger Weigel8-17-17 Update notes & sign numbers

END

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

ROAD WORK

AHEAD

ROAD

WORK

AHEAD

ROAD

WORK

AHEAD

ROAD

WORK

AHEAD

ROAD

WORK

AHEAD

ROAD

WORK

NARROWS

ROAD

ROAD WORK

NEXT MILES00

SHOULDER

WORK

SHOULDER

WORK

SHOULDER

WORK

RIGHT

SHOULDER

CLOSED

XX FT

BRIDGE

PAINTING

BRIDGE

PAINTING

XXX FT

BE

PREPARED

TO STOP

SPEEDLIMIT

XX

SPEED

XXLIMIT

SPEEDLIMIT

XXSPEED

XXLIMIT

SPEEDLIMIT

XXSPEED

XXLIMIT

SPEEDLIMIT

XX

SPEED

XXLIMIT

SPEED

XXLIMIT

SPEED

XXLIMIT

SPEED

XXLIMIT

SPEED

XXLIMIT

ROAD WORK

NEXT MILES00

8-17-17 Updated notes & revised signs

Longitudinal Buffer Space

(mph)

Speed

Min (feet)

Length

20 115

155

200

250

305

360

425

495

570

645

730

820

25

30

35

40

45

50

55

60

65

70

75

Road Type

ADVANCE WARNING SIGN SPACING

Min. (ft)

Distance Between Signs

A B C

Urban - Low Speed (30 mph or less)

Urban - Low Speed (over 30 to 40 mph)

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

150 150 150

280 280 280

360 360 360

720 720 720

850 1350 2200

1000 1500 2640

750 1000 1500

KEY

Sign

Delineator Drum

Work area

Portable

W20-1-48

Portable

W20-1-48

Portable

W3-5-48

Portable

W5-1-48

Portable

W20-1-48

Portable

W21-5-48Portable

W3-5-48

Portable

(optional)

W3-5-48

Portable

W21-5B-48Portable

W20-1-48

Portable

W20-1-48

Or

Portable

W21-5-48

(Optional)

Portable

W21-5-48

Portable

W21-50-48Portable

W3-5-48

(Optional)

(Optional)

Bridge

X

TYPE U

TYPE R

TYPE HH

TYPE S TYPE T

TYPE II

Bridge painting

Mobile operation on shoulderWork beyond the shoulder

Shoulder closed on freeway

Shoulder work X

Work area

Work area

Work area

or drums

Barrier

Work area

Portable

W21-50-48

A

min

10'

C

(optional)

Truck mounted attenuatorA

B21 B2

1 L31 Longitudinal buffer space A2

1 A21

C B21 B2

1 A21 L3

1 A21 A2

1

(optional)

Truck mounted attenuator

buffer space

Longitudinal

C B21 B2

1 A21 A2

1 L31 A2

1 A21

for details

See plans

A

5 miles

Maximum

B21 B2

1 A21 A2

1 A21

A21

Reduce speeds to 40 MPH or less.

Minor driving lane encroachment.

Portable

G20-2-48

Portable

G20-2-48

Portable

G20-2-48

Portable

G20-2-48

Portable

G20-2-48

Tubular Marker

buffer space

Longitudinal

(Caution Mode)

Sequencing Arrow Panel

Shoulder Work with Minor Encroachment

Portable

W3-4-48

Portable

W3-4-48

C

Flagger

from the edge of the roadway.

behind the curb or more than 15 feet

behind a barrier, more than 2 feet

Signing not required if work space is

C21

C21

Recommend 40 mph speed limit in vicinity of workers, unless location and conditions dictate otherwise.9.

As an option, use portable sign supports in lieu of post mounted signs in accordance with NDDOT Standard Specifications.8.

Cover existing speed limit signs within a reduced speed zone.7.

the sign, and at such a distance above the edge that the flag does not touch the sign when limp.

Install flags on warning signs in urban areas when signs are not portable. Mount 24 inch square flags perpendicular to the edges of 6.

B.21install a second speed limit sign with the desired speed reduction (not to exceed 30 mph.) Place the second speed limit sign at

Determine the reduced speed limit based on the in-place speed limit before construction. Where speed reductions exceed 30 MPH, 5.

Re-establish speed limit. Determine exact speed limit in the field, dependent on location and conditions.4.

Use Type C on roadways with high traffic speeds and volumes (over 40 mph or over 5000 ADT).

UseType B on roadways with moderate traffic speeds and volumes (40 mph or less and 5000 ADT or less).

Use Type A on roadways with slow moving traffic speeds and low volume (25 mph or less and 750 ADT or less).

Sequencing Arrow Panels3.

Space delineator drums for tapering traffic at dimension "S". Space delineator drums or tubular markers for tangents at 2 times "S".2.

or W x SÔ /60 for urban, residential, and other streets with speeds of 40 mph or less.

L = Minimum length of taper, S x W for freeways, expressways, and all other roads with speeds of 45 mph or greater,

W = The width of the taper in feet.

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

Variables1.

Notes

Portable

(see note #5)

R2-1-36

(See note #4)

Portable

R2-1-36

Portable

(see note #5)

R2-1-36

Portable

(See note #4)

R2-1-36

(See note #4)

Portable

R2-1-36

Portable

(see note #5)

R2-1-36

Portable

W20-7-48

Portable

(see note #4)

R2-1-36Portable

(see note #5)

R2-1-36

Portable

W21-5a-48

Portable

G20-1-60

Portable

G20-1-60

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



D-704-24

08/17/17

2930

SHOULDER CLOSURES AND BRIDGE PAINTING LAYOUTS

Roger Weigel

of Hub

4 Corners

1

2" Ball Coupler

(Each End)

Spindle and Hub

2000 Lb Capacity

on Coupler

4 Places

Tubes

Tubes

41

FRONT

at 10 Degrees Offset

1" Dia x 3" Pipe

One Side

Channel,

of Angles (Typ)

Outside Edges

TOP

TRAILER

RIGHT

Typ 6"

FRONT

SIGN SUPPORT

RIGHT

Typ

30"

30"

41

41

"2113

41

" Dia43

41

41

41

(Typ)

" Dia83

square tube

" X 90"81" x 2

12

81

41

41

41

are acceptable.

Other NCHRP 350 crash tested assemblies4.

supports.

may not be used for trailer-mounted sign

Automotive and equipment axle assemblies3.

Use a 14" wheel and tire.2.

250 pounds.

The maximum weight of the assembly is1.

Notes:

x 36"

"163L 2" x 2" x

" x 9"81L 2" x 2" x

" x 30"41L 2" x 2" x

" x 12" PL41" x 2

11

Square Tube

" x 12"813" x

" Channel213" x 3" x 4

Square Tube

" x 71"813" x

" x 12" PL41" x 2

11

Square Tube

" x 60"813" x

" 21x 16

"163L 2" x 2" x

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



D-704-50

11/23/10

2930

11-23-10

PORTABLE SIGN SUPPORT ASSEMBLY

Roger Weigel

Horizontal braceHorizontal braceHorizontal braceHorizontal brace

5" Brace post

Ground line

Chain & lock

steel post

4' section of

wire loops (Staple to post)

Double strand 9 ga.

9' 6"9' 6"16' 6"9' 6"9' 6"1'

4'

4'

Horizontal brace

USE OF POST

End post

Line post

Corner post

Brace post

Gate post

dia.

Post

length

Post

length

Post

Lbs/Ft

Post wt.

Lbs

Anchor wt.

Treated wood Steel

As approved by the Engineer

8"

5"

5"

5"

Var.

8'

8'

8'

8'

1.33 0.67

4.107' (Conc.)

(Conc.)7' 3.19

WRAP-AROUND DETAIL

Side view Top view

line post

Wood

Wire

Staple

Post

SPLICE DETAIL

Wire clamp

Horizontal brace

Horizontal brace

Two loops

Ground line

Horizontal b

race

Horizontal b

race

Horizontal b

race

Two loop

s

Line post

Line post

brace

Horizontal

in brace

Shallow V cut

Horizontal brace Horizontal brace Horizontal brace Horizontal brace

Horizont

al brace

Ground line

Inslope

DOUBLE BRACE ASSEMBLY

5" Brace post

Ground line

POST SIZES

9' 6" 9' 6"

4'

4'

5"

39"

4"

5"

39"

4"

4'

4'

9' 6"9' 6"

Normal termination

and interchange crossroads.Termination at grade separations

9' 6"

9' 6"

9' 6"

9' 6"

9' 6"

3 Brace spa

n when f

ence lin

e is ove

r 330'

2 Brace span when fence line is less than 330'

4'

4'

39"

4"

4'

4'

5"

9' 6" 9' 6"

18"

18"

18"

5"

39"

4"

4'

4'

4'

"213

"213

"213

" Brace post412"x2"x

" Brace pos

t

213

" Corner post41"x 2

1"x 2212

NOTES

6'-6" 6'-6"

VEHICLE GATE

7"

6"

"215

5"

"214

4""2

133"

39"

4"

5"

16' 6"

6"

12"

18"

48"

30"

(16'-6" Spacing)

STEEL LINE POST

(16'-6" Spacing)

WOOD LINE POST

36"

6" Staple

FASTENING TO POSTS

9 Ga. Wire

Line post

9' 6"

18"

18"

18"

36"

6"

STEEL POSTS

FENCE TERMINAL

8" Corner post

5" Brace post

" Brace post

213

" Brace pos

t

213

5" Brace pos

t

LINE POST DETAIL

"| x 6"41

Steel pinand tie 5 turns about wire

Wrap around post twice

Anchor Plate

STEEL POSTS

CORNER AND DOUBLE BRACE ASSEMBLY

HORIZONTAL BRACE DETAIL

Wood post Top view

5" End post

8" Corner post

(a) 9' 6"

(a)

5" Brace post

5" Gate post

5" Gate post5" Brace post

5" Brace post5" Brace post 5" Brace post 5" Brace post

12" round or square concrete

concrete

Cast in place

CORNER ASSEMBLY

line post

"T" steel

corner post

Angle steel

FENCE TERMINAL

5" Brace postonce around each post.

tight before twisting. Wrap

Stretch 9 ga. wire singing

once around each post.



each end of each wire.

least five turns about

as shown. Use at

Tie horizontal wires

fence splice as shown.

Tie or wire clamp woven wire

once around each post.



as determined necessary by the Engineer.

Install additional 9'6" spans on inslopesonce around each post.



wires. Do not weld.

Tie or wrap line and stay

tight be

fore twis

ting.

Stretch

9 ga. wir

e singing

specified in the plans.

5. Determine post type used, either wood or steel, unless otherwise

that woven wire will not conform to the grade, install a double brace.

4. If in the opinion of the Engineer the change in grade is so sharp

bottom wire.

intermediate wires a maximum spacing of 10" apart. Staple

3. Staple the top wire of woven wire fence separately. Staple

feet.

corner assemblies or double brace assemblies a maximum of 1320

or established by the Engineer. Space adjacent fence terminals,

2. Install double Brace Assembly at locations shown on the plans

terminals.

gates, corner assemblies, double brace assemblies or fence

1. No deduction in measured pay length of woven wire fence for

Updated to active voice.10-17-17

2930

STANDARD WOVEN WIRE FENCE D-752-3

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



Roger Weigel,

10-17-2017

section sheet pcn no. nd north dakota …

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