section sheet pcn no. nd › business › bidopenings › 20201218-0930...dec 18, 2020 · current...

3

3

1717

281

281

RP 37.160

Cando Airport

Pierce Towner

Pierce Towner

T158R066

T158R073

Sta 0+00

RP 0.000

Begin Project

Sta 2030+74

RP 38.476

End Project

38.476 38.476H-3-017(037)000/ PM Chip Seal

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STUTSMAN

STATE COUNTY MAPDESIGNER

DEVILS LAKE DISTRICT

ND DEPARTMENT OF TRANSPORTATION

DESIGNER

DESIGNER

JASON HUNTER

Wyatt Hanson 10/22/2020

11H-3-017(037)000

6240

23050

Pierce/Towner

ND 17: Jct ND 3 to Jct US 281

PM Chip Seal

H-3-017(037)000

DESIGN DATA

Traffic Average Daily

Current 2019 Pass: 274 Trucks: 76 Total: 350

Preventive Maintenance

Christopher K. Beggs

10/22/2020

STATE PROJECT NO.

ND

PCNNO.

SHEET

NO.

SECTION

DEPARTMENT OF TRANSPORTATION

NORTH DAKOTA

10/23/2020 jthunter F:\DVLSLAKE\CONST\DISTRICT DESIGNS\Projects 2020-2021\2021 chip seals\ND 17 - 00 H-3-017(037)000 PCN 23050\Design\001TS_001_TITLE.dgn9:41:58 AM

JOB # 10

NDDOT DEVILS LAKE DISTRICT

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

GOVERNING SPECIFICATIONS

10/1/2020

Supplemental Specifications

Standard Specifications

Department of Transportation

by the North Dakota

Date Published and Adopted

NONE

GROSS MILES NET MILES PROJECT NUMBER \ DESCRIPTION

STATE PROJECT NO.SECTION

NO.SHEET

NO.

10/20/2020 9:54:13 AM jthunter

ND 2

H-3-017(037)000TABLE OF CONTENTS 1

.. .. ....

Section Page(s) Description

PLAN SECTIONS

1 Title Sheet1

2 Table of Contents1

4 Scope of Work1

6 Notes1-2

8 Quantities1

10 Basis of Estimate1

20 General Details1

30 Typical Sections1-2

100 Work Zone Traffic Control1-3

Number Description

LIST OF STANDARD DRAWINGS

NDDOT AbbreviationsD-101-1, 2,3

NDDOT Utility Company and Organization AbbreviationsD-101-10

Line StylesD-101-20, 21

SymbolsD-101-30, 31,32

Lane Markers (Spotting Tab For Seal Projects Only)D-704-3

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, 11A

Barricade And Channelizing Device DetailsD-704-13

Construction Sign Punching And Mounting DetailsD-704-14

Road Closure LayoutsD-704-15

Terminal And Seal Coat Sign LayoutsD-704-20

Construction Truck And Temporary Detour LayoutsD-704-22

Miscellaneous Sign LayoutsD-704-26

Mobile Operation (Pavement Marking)D-704-27

Portable Sign Support AssemblyD-704-50

Pavement Marking Message DetailsD-762-1

Pavement MarkingD-762-4

Short-Term Pavement MarkingD-762-11

3

3

1717

281

281

RP 37.160

Cando Airport

Pierce Towner

Pierce Towner

T158R066

T158R073

Wolford

Cando

Preventative Maintanence Chip Seal

Sta 0+00

RP 0.000

Begin Project

Sta 2030+74

RP 38.476

End Project

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

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of Transportation



on and the original

PE- ,

Registration Number



8780

H-3-017(037)000

4 1

Scope of Work

Darin Lindblom

10/22/2020

NOTES

10/23/2020 9:48:04 AM F:\DVLSLAKE\CONST\DISTRICT DESIGNS\Projects 2020-2021\2021 chip seals\ND 17 - 00 H-3-017(037)000 PCN 23050\Design\006NT_001_notes.docm

STATE PROJECT NO. SECTION

NO. SHEET

NO.

ND H-3-017(037)000 6 1

This document was originally issued and sealed by

Darin Lindblom, Registration Number

PE-8780, on 10/22/2020 and the

original document is stored at the North Dakota Department of Transportation.

107-P01 HEIGHT RESTRICTION FOR CONSTRUCITON EQUIPMENT: Between RP 37.000 to RP 37.300, restrict all construction vehicle heights to 17 feet or less due to the Cando Airport. Equipment height will be measured from the centerline of the finished roadway and will include the extended box height of dump trucks and dump trailers.

401-P01 FOG SEAL: Apply fog seal immediately after performing final brooming. Use CSS1H

Emulsified Asphalt at a residual rate of 0.05 Gal/SY for fog sealing. 420-P01 SEAL COAT: Seal shoulders before sweeping the excess chips from the adjacent lane. 420-P02 SEAL COAT: The Engineer will collect and test three samples for each lot of material. A

lot is defined as 100,000 SY @ 24 Lbs/SY of Cover Cater Material CL 41. If the final lot is less than 100,000 SY and greater than 50,000 SY, the Engineer will sample it as a separate lot.

The Engineer will collect and test each lot with two samples from the stockpile, and one

sample from the roadway material. Collect and test samples from the stockpile before the job starts. If the average of the three samples does not meet the gradation specified, the Engineer will either reduce the contractor unit price, as specified in Section 420.06, “Basis of Payment; or reject the material. Do not incorporate the additional material if two consecutive lots deviate from the gradation. Restart placement after taking corrective actions and passing a gradation test.

420-P03 SAND SEAL: Blotter Material CL44 will be used for the sealing of the shoulders. 704-500 PORTABLE RUMBLE STRIPS (PRS): Use PRS made of rubber or engineered

polymers. Install PRS as part of the temporary traffic control when the following signs are also part

of the required traffic control set up:

• “Be Prepared to Stop” (E3-4); and • “Flagger” symbol (W20-7)

Install PRS that meet the following criteria:

• Have no adhesives or fasteners required for placement; • Have a manufacture’s speed rating that meets or exceeds the posted speed

limit; and • Each strip in the array must weigh a minimum of 100 pounds.

Use individual PRS construction in one of the following manners:

• A single piece; • Inter locking segments; or • Two pieces hinged at the midpoint.

An installed array of PRS consists of a minimum of 3 individual strips.

Move rumble strips with the flagging operation. Do not place rumble strips on horizontal curves.

The Engineer will count and measure each array as one unit. Include the cost of

providing, installing, maintaining, and relocating PRS in the unit price bid for “Portable Rumble Strips”.

704-P01 PORTABLE RUMBLE STRIPS: A quantity of 2 portable rumble strips are provided to

be used during the duration of the project. Additional quantities are at the contractors expense.

704-P02 TRAFFIC CONTROL FOR SEAL COATS: Provide traffic control consisting of a

temporary lane closure, flagging, and a pilot car. Traffic control device quantities are based on a 6 mile limitation and following list:

1. Section 100 Sheet 3, Portable Rumble Strips, place layout at both ends of the work zone. Flagging stations located within the work zone require sign W20-7-48 only;

2. Standard D-704-20, Layout H, signing will be required at junctions: 37th Ave NE, 38th Ave NE, 45th Ave NE, 48th Ave NE,52nd Ave NE, 57th Ave NE, 59th Ave NE.

3. Standard D-704-22, layouts K and L; and Provide additional devices at no cost to the Department. Place flaggers and traffic control devices as shown on Standard D-704-15, layout A at

the following intersections when the lane closure spans across them: 704-P03 TRAFFIC CONTROL: At the end of each work day, after the final sweeping, and short

term striping are complete, return the traffic speed to the posted speed limit for the full length of roadway that received the bitumen and cover coat material.

762-200 PERMANENT WATER BASED PAVEMENT MARKING: Replace the first paragraph of

762.04 C.2.a “Method of Application” with the following:

Allow new bituminous treatment to cool to a temperature below 125 °F and cure for a period of 72 hours before applying permanent pavement marking.

NOTES

10/23/2020 9:48:04 AM F:\DVLSLAKE\CONST\DISTRICT DESIGNS\Projects 2020-2021\2021 chip seals\ND 17 - 00 H-3-017(037)000 PCN 23050\Design\006NT_001_notes.docm

STATE PROJECT NO. SECTION

NO. SHEET

NO.

ND H-3-017(037)000 6 2

This document was originally issued and sealed by

Darin Lindblom, Registration Number

PE-8780, on 10/22/2020 and the

original document is stored at the North Dakota Department of Transportation.

762-P01 SHORT TERM 4IN LINE – TYPE NR: Before placing short term centerline pavement marking, sweep and remove all excess cover coat material from the entire surface.

Quantity for two applications of short term centerline pavement marking has been

included in the estimate of quantities. Additional applications required to accommodate the Contractor’s operation are at the Contractor’s expense.

• One application for after chip seal is complete; and • One application for after FOG SEAL

ESTIMATE OF QUANTITIESSTATE PROJECT NO. SECTIONNO.

SHEETNO.

ND 8

H-3-017(037)000 1

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

103 0100 CONTRACT BOND L SUM 1 1

401 0070 FOG SEAL GAL 27,077 27,077

420 0111 CRS2P EMULSIFIED ASPHALT GAL 263,320 263,320

420 0126 COVER COAT MATERIAL CL 41 SY 557,298 557,298

420 0505 SAND SEAL SY 201,973 201,973

702 0100 MOBILIZATION L SUM 1 1

704 1000 TRAFFIC CONTROL SIGNS UNIT 3,878 3,878

704 1048 PORTABLE RUMBLE STRIPS EA 2 2

762 0103 PVMT MK PAINTED-MESSAGE SF 104 104

762 0430 SHORT TERM 4IN LINE-TYPE NR LF 170,927 170,927

762 1104 PVMT MK PAINTED 4IN LINE LF 491,612 491,612

762 1124 PVMT MK PAINTED 24IN LINE LF 48 48

ESTIMATE NUMBER: 20972 ESTIMATE TYPE: FINAL FINALIZED: Y RUN DATE: 10/22/2020 TIME: 15:10:50

Basis of EstimateSTATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

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of Transportation



on and the original

PE- ,

Registration Number



8780

H-3-017(037)000 10

1

Basis of Estimate

Darin Lindblom

10/22/2020

Hwy `

Existing R/W

Hwy `

(3) Paved Private Drive Approach

(1) Paved Section Line, County Road, or Street Approach (2) Gravel Section Line, County Road, or Street Approach

20'

Approx.

24'

Approx.

100'

Edge of Pavement

Hwy `

Existing R/W

RadiusEnd

24'

Approx.

100'

Edge of Pavement

Edge of Pavement

Hwy `

5'

Edge of Pavement

20'

Approx.

(4) Gravel Private Drive or Field Drive Approach

5'

RadiusEnd

Match Existing RadiusMatch Existing Radius

Match Existing RadiusMatch Existing Radius

5'

Fog Seal @ 0.05 Gal/SY

Cover Coat Material CL 41 @ 24 Lb/SY

CRS2P Emulsified Asphalt @ 0.4 Gal/SY




CRS2P Emulsified Asphalt @ 0.4 Gal/SYCover Coat Material CL 41 @ 24 Lb/SY


8780

20

1

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

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of Transportation



on and the original

PE- ,

Registration Number



Approach Details

H-3-017(037)000

10/22/2020

Darin Lindblom

2" HBP

1.5" HBP

3" HBP

2" Aggregate Base

5'12'12'5'

12" Aggregate Base

2" HBP

2.5" HBP

6" Aggregate Base

1.2" HBP

3'12'12'3'

4.5" HBP

6'12'12'6'

Sta 523+78 to Sta 1468+90

RP 9.920 to RP 27.820

Sta 0+00 to Sta 465+01

RP 0.000 to RP 8.807

Existing Typical

Sta 465+01 to Sta 523+78

RP 8.807 to RP 9.920

Existing Typical

Sta 1468+90 to Sta 2030+74

RP 27.820 to RP 38.461

Existing Typical

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

of Transportation



on and the original

PE- ,

Registration Number



10/23/2020 jthunter F:\DVLSLAKE\CONST\DISTRICT DESIGNS\Projects 2020-2021\2021 chip seals\ND 17 - 00 H-3-017(037)000 PCN 23050\Design\030TP_001_X-sections.dgn9:53:10 AM

8780

H-3-017(037)000 30 1

Existing Typicals

Darin Lindblom

10/22/2020

5'12'12'5'

3'12'12'3'

6'12'12'6'

Fog Seal (CSS1H) @ 0.05 Gal/SY

Cover Coat Material CL 41 @ 24 lbs/SY








Sand Seal @ 15 lbs/SY





CRS2P Emulsified Asphalt @ 0.20 Gal/SYSand Seal @ 15 lbs/SY






Sta 523+78 to Sta 1468+90

RP 9.920 to RP 27.820

Sta 0+00 to Sta 465+01

RP 0.000 to RP 8.807

Proposed Typical

Sta 465+01 to Sta 523+78

RP 8.807 to RP 9.920

Proposed Typical

Sta 1468+90 to Sta 2030+74

RP 27.820 to RP 38.461

Proposed Typical

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

of Transportation



on and the original

PE- ,

Registration Number



10/23/2020 jthunter F:\DVLSLAKE\CONST\DISTRICT DESIGNS\Projects 2020-2021\2021 chip seals\ND 17 - 00 H-3-017(037)000 PCN 23050\Design\030TP_002_ProposedX-sections.dgn9:54:38 AM

8780

H-3-017(037)000 30 2

Proposed Typicals

Darin Lindblom

10/22/2020

SECTION SHEET

NO. NO.

100 1

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

G20-1-60 60"x24" ROAD WORK NEXT __ MILES 28 48"x48" SURVEY CREW

G20-1b-60 60"x24" NO WORK IN PROGRESS (Sign and installation only) 18 48"x48" BRIDGE PAINTING AHEAD or __ FT

G20-2-48 48"x24" END ROAD WORK 26 48"x48" MATERIAL ON ROADWAY

G20-4-36 36"x18" PILOT CAR FOLLOW ME (Mounted to back of pilot car) 18 48"x48" PAVEMENT BREAKS

G20-10-108 108"x48" CONTRACTOR SIGN 70 48"x48" RUMBLE STRIPS AHEAD 70

G20-50a-72 72"x36" ROAD WORK NEXT __ MILES RT & LT ARROWS 8 43 344 48"x48" FRESH OIL LOOSE ROCK 490

G20-52a-72 72"x24" ROAD WORK NEXT __ MILES RT or LT ARROW 36

G20-55-96 96"x48" SPEED LIMIT ENFORCED - MINIMUM FEE $80 WHEN WORKERS PRESENT 59

M1-1-36 36"x36" INTERSTATE ROUTE MARKER (Post and installation only) 10

M1-4-24 24"x24" U.S. ROUTE MARKER (Post and installation only) 10

M1-5-24 24"x24" STATE ROUTE MARKER (Post and installation only) 10

M3-1-24 24"x12" NORTH (Mounted on route marker post) 7

M3-2-24 24"x12" EAST (Mounted on route marker post) 7

M3-3-24 24"x12" SOUTH (Mounted on route marker post) 7

M3-4-24 24"x12" WEST (Mounted on route marker post) 7

M4-8-24 24"x12" DETOUR (Mounted on route marker post) 7

M4-9-30 30"x24" DETOUR ARROW RIGHT or LEFT/AHD AND RT or LT 15

M4-10-48 48"x18" DETOUR (INSIDE ARROW) RIGHT or LEFT (Mounted on barricade) 7

M5-1-21 21"x15" ADVANCE TURN ARROW RT or LT(Mounted on route marker post) 7

M5-1-30 30"x21" ADVANCE TURN ARROW RT or LT(Mounted on route marker post) 9

M6-1-21 21"x15" DIRECTIONAL ARROW RT or LT (Mounted on route marker post) 7

M6-1-30 30"x21" DIRECTIONAL ARROW RT or LT (Mounted on route marker post) 9

M6-3-21 21"x15" DIRECTIONAL ARROW UP (Mounted on route marker post) 7

R1-1-48 48"x48" STOP 4 32 128

R1-2-60 60"x60" YIELD 29

R2-1-36 36"x48" SPEED LIMIT __ (Portable only) 4 30 120

R2-1-48 48"x60" SPEED LIMIT __ 16 39 624

R2-1aP-24 24"x18" MINIMUM FEE $80 (Mounted on Speed Limit post) 18 10 180 SPECIAL SIGNS

R3-2-48 48"x48" NO LEFT TURN 35

R4-1-48 48"x60" DO NOT PASS 16 39 624

R4-7-48 48"x60" KEEP RIGHT 39

R5-1-48 48"x48" DO NOT ENTER 35

R6-1-54 54"x18" ONE WAY RIGHT or LEFT (Mounted on STOP or DO NOT ENTER post) 14

R7-1-12 12"x18" NO PARKING ANY TIME 11

R10-6-24 24"x36" STOP HERE ON RED 16

R11-2-48 48"x30" ROAD CLOSED (Mounted on barricade) 12

R11-2a-48 48"x30" STREET CLOSED (Mounted on barricade) 12

R11-3a-60 60"x30" ROAD CLOSED __ MILES AHEAD LOCAL TRAFFIC ONLY (Mtd on barricade) 15

R11-3c-60 60"x30" STREET CLOSED __ MILES AHEAD LOCAL TRAFFIC ONLY (Mtd on barricade) 15

R11-4a-60 60"x30" STREET CLOSED TO THRU TRAFFIC (Mounted on barricade) 15

W1-3-48 48"x48" REVERSE TURN RIGHT or LEFT 35

W1-4-48 48"x48" REVERSE CURVE RIGHT or LEFT 35

W1-4b-48 48"x48" TWO LANE REVERSE CURVE RIGHT or LEFT 35

W1-6-48 48"x24" ONE DIRECTION LARGE ARROW 26

W3-1-48 48"x48" STOP AHEAD 35

W3-3-48 48"x48" SIGNAL AHEAD 35 TRAFFIC CONTROL SIGNS TOTAL UNITS

W3-4-48 48"x48" BE PREPARED TO STOP 2 35 70

W3-5-48 48"x48" SPEED REDUCTION AHEAD 4 35 140

W4-2-48 48"x48" LANE ENDS RIGHT or LEFT 35

W5-1-48 48"x48" ROAD NARROWS 35

W5-8-48 48"x48" THRU TRAFFIC RIGHT LANE 35

W5-9-48 48"x48" ROAD WORK TRAFFIC ONLY DOWN & LT or RT ARROW 35

W6-3-48 48"x48" TWO WAY TRAFFIC 35

W8-1-48 48"x48" BUMP 35

W8-3-48 48"x48" PAVEMENT ENDS 35

W8-7-48 48"x48" LOOSE GRAVEL 35

W8-11-48 48"x48" UNEVEN LANES 35

W8-12-48 48"x48" NO CENTER LINE 16 35 560

W8-17-48 48"x48" SHOULDER DROP-OFF SYMBOL 35

W8-53-48 48"x48" TRUCKS ENTERING HIGHWAY 35

W8-54-48 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 35

W9-3a-48 48"x48" CENTER LANE CLOSED SYMBOL 35

W12-2-48 48"x48" LOW CLEARANCE 35

W13-1P-30 30"x30" __ MPH ADVISORY SPEED PLAQUE (Mounted on warning sign post) 14

W14-3-64 64"x48" NO PASSING ZONE 28

W16-2P-30 30"x24" __ FEET PLAQUE (Mounted on warning sign post) 10

W20-1-48 48"x48" ROAD WORK AHEAD or _FT or _ MILE 4 35 140

W20-2-48 48"x48" DETOUR AHEAD or __ FT or _ MILE 35

W20-3-48 48"x48" ROAD or STREET CLOSED AHEAD or __ FT or _ MILE 35

W20-4-48 48"x48" ONE LANE ROAD AHEAD or __ FT or _ MILE 35

W20-5-48 48"x48" RIGHT or CENTER or LEFT LANE CLOSED AHEAD or __ FT or _ MILE 35

W20-7-48 48"x48" FLAGGER 2 35 70

W20-8-18 18"x18" STOP - SLOW PADDLE Back to Back 2 5 10

W20-52P-54 54"x12" NEXT __ MILES (Mounted on warning sign post) 14 12 168

W21-1-48 48"x48" WORKERS 35

W21-2-48 48"x48" FRESH OIL 35

W21-3-48 48"x48" ROAD MACHINERY AHEAD or __ FT or _ MILE 35

W21-5-48 48"x48" SHOULDER WORK 35

W21-5a-48 48"x48" RIGHT or LEFT SHOULDER CLOSED 35

UNITS

SUB

TOTAL

This document was

originally issued

and sealed by

Darin Lindblom,

Registration Number

PE-8780,

on 10/22/20 and the

original document

is stored at the North Dakota

Department of Transportation.183504

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/

3878

STATE

ND

PROJECT NO.

35

H-3-017(037)000

UNITS

PER

AMOUNT

35

35

AMOUNT

REQUIRED

SIGN

SIZE

W21-5b-48

14

DESCRIPTION

35

35

352

UNITS

PER

AMOUNT

UNITS

SUB

TOTAL

SIGN

NUMBER

SIGN

NUMBER

SIGN

SIZEDESCRIPTION

AMOUNT

REQUIRED

W21-50-48

W21-51-48

W21-52-48

W21-53-48

W21-6-48

W22-8-48

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

QUANTITY

2

704-1072

704-1080

704-1081

704-1085

704-3501

SEQUENCING ARROW PANEL - TYPE B

SF

LF

EACH

EACH

EACH

EACH

EACH

EACH

704-1052

704-1050

PORTABLE RUMBLE STRIPS

SEQUENCING ARROW PANEL - TYPE A

LF

LF

SPEC & CODE

DESCRIPTION

FLAGGING704-0100 MHR

704-1000

SPEC &

CODEUNIT

DELINEATOR DRUMS

TRAFFIC CONES

PRECAST CONCRETE MED BARRIER - STATE FURNISHED

RAISED PAVEMENT MARKERS

SHORT TERM 4IN LINE - TYPE R

SHORT TERM 4IN LINE - TYPE NR

704-3510

762-0200

762-0420

762-0430

STACKABLE VERTICAL PANELS

VERTICAL PANELS - BACK TO BACK

704-1070 DELINEATOR

SEQUENCING ARROW PANEL - TYPE C

OBLITERATION OF PVMT MK

PORTABLE PRECAST CONCRETE MED BARRIER

704-1048

FLEXIBLE DELINEATORS

TYPE I BARRICADES

TYPE III BARRICADES

EACH

704-1086

704-1087

704-1500

704-1060

704-1065

704-1067 TUBULAR MARKERS

10/23/2020 9:56 AM F:\DVLSLAKE\CONST\DISTRICT DESIGNS\Projects 2020-2021\2021 chip seals\ND 17 - 00 H-3-017(037)000 PCN 23050\Design\100WZ_001_TCDL (2).xlsm VERSION: 7.15.2020

ROAD WORK

NEXT MILES00

END

ROAD WORK

AHEAD

ROAD

WORK

AHEAD

ROAD

WORK

AHEAD

ROAD

WORK

ROAD WORK

NEXT MILES00

END

ROAD WORK

NEXT MILES

ROAD WORK

00

NEXT MILES00

ROAD WORK

SPEED

55LIMIT

MINIMUM

FEE

$80

PASS

NOT

DO

FRESH OIL

LOOSE ROCK

NEXT MILES00

SPEED

55LIMIT

MINIMUM

FEE

$80

PASS

NOT

DO

FRESH OIL

LOOSE ROCK

NEXT MILES00

SPEEDLIMIT

55STRIPECENTER

NO

STRIPE

CENTER

NO

AHEAD

ROAD

WORK

R2-1-48

R2-1aP-24

R4-1-48 W22-8-48

W20-52P-54

Sign Sequence 2

and note 6 for spacing.

Use Standard D-704-20 Layout H

Sign Sequence 2

W20-1-48

W20-1-48

G20-1-60

G20-1-60

G20-2-48

G20-2-48

W20-1-48

Sign Sequence 2

R2-1-48

R2-1aP-24

R4-1-48 W22-8-48

W20-52P-54

Sign Sequence 1

and note 6 for spacing.

Use Standard D-704-20 Layout H

W3-5-48

G20-52a-72

G20-52a-72

W8-12-48 W8-12-48

Sign Sequence 2

W20-1-48

Sign Sequence 2 Sign Sequence 2 Sign Sequence 2

Sign Sequence 2

Sign Sequence 2

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

10/23/2020 jthunter F:\DVLSLAKE\CONST\DISTRICT DESIGNS\Projects 2020-2021\2021 chip seals\ND 17 - 00 H-3-017(037)000 PCN 23050\Design\100WZ_002_consign.dgn9:58:26 AM

of Transportation



on and the original

PE- ,

Registration Number



8780

100

2H-3-017(037)000

Traffic Control Layout

Darin Lindblom

10/22/2020

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

AHEAD

ROAD

WORK

AHEAD

RUMBLE

STRIPS

SPEEDLIMIT

XX

BE

PREPARED

TO STOP

SPEED

XXLIMIT

SPEED

XXLIMIT

SPEED

XXLIMIT

SPEED

XXLIMIT

BE

PREPARED

TO STOP

SPEEDLIMIT

XX

AHEAD

RUMBLE

STRIPS

AHEAD

ROAD

WORK

MINIMUM

FEE

$80

MINIMUM

FEE

$80

A

2S Ft

1/2 C

1/2 C

1/2 B

1/2 B

1/2 C

1/2 C

Flagger

Portable

W20-1-48

A

2S Ft

1/2 C

1/2 C

1/2 B

1/2 B

1/2 C

1/2 C

Portable

W20-7-48

Portable

W3-4-48

AT TEMPORARY ROAD CLOSURE

PORTABLE RUMBLE STRIPS

Flagger

Portable

W3-4-48

Portable

W20-1-48

Portable

W20-7-48

Portable

W3-5-48

Portable

W3-5-48

Portable

R2-1-36

Portable

R2-1-36

B2

12S Ft + A +

B2

12S Ft + A +

10' minimum width

3/4"

Min. to 1"

Max. heig

ht

10"

Min.

15' C to C

3' Max.

Skewing

Lateral

Reposition if movement is >3' from original position.

Reposition if movement is >2' from original position.

2' Max.

2' Max.

10' Min.

20' Max.

Reposition if distance between strips is

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




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

Marker Body

Marker Body with Protective Cover

Cover

Staple

0.28"

1.125"

0.06"

1.2

5"

1.12

5"

2.0"

Cover material thickness= 0.03"

4"

Adhesive

8. Use adhesive conforming to AASHTO M 237.

foot, using a .1 degree observation angle and 0 degree entrance angle.

7. Use retroreflective tape with a minimum reflectance of 1200 candle power per foot-candle per square

Type W - White body and cover with white reflective tape on one side.

Type Y - Yellow body and cover with yellow reflective tape on both sides.

6. Marker types:

5. Use marker body and cover manufactured from polyurethane material.

4. Remove markers after permanent pavement marking is installed.

3. Remove protective covers immediately after seal coat is applied.

removed manually.

2. Attach cover to vertical part of marker so traffic does not cause it to detach, but it can be easily

1. Install lane line markers as shown, prior to beginning the seal coat.

Notes:

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 originally10-3-13

LANE MARKERS D-704-3(Spotting Tab for Seal Projects only)

4683

Kirk J Hoff,

10/03/19

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.



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:



10-03-19

9-27-17

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



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

12"

18"

"1654

"875

"418

"16111

"1612

W16-7aP-18

Background: orange


"83

"167

"211R

3"

"1673

"1673

"211

"875

"21

"85R

30°

W16-7aP-18

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



D-704-11A

4683


WARNING SIGNS

Kirk J Hoff,

11-01-19

W16-7aP-18.

Added details for sign

11/1/19

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"

2" to 6"

3"

3"2"

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