SECTION SHEET PCN NO. Traffic JOB # 41 ND … 41/… · 6352+97.42 Bk= EQUATION R-50 W R-51 R-49 W...

SS-8-046(033)105

Co R

d 1

5

170th A

ve S

E

166th A

ve S

E

ND 1

8

I-29

Co R

d 8

1

14.81514.655

0.160 MI deductions for bridges

Co R

d 3

Co R

d 2

7

Co R

d 1

DESIGNERS

ND DEPARTMENT OF TRANSPORTATION

__________________________________________

APPROVED DATE _________________________

GRAND

FORKS

GO

LD

EN

VA

LLE

Y

CASS

RIC

HLA

ND

RANSOM

SARGENTDICKEY

LA MOURE

BARNES

KIDDER

LOGAN

MC IN

TOSH

BU

RLEIG

H

MORTON

GRANT

SIOUXADAMS

HETTINGER

SLOPE

BOWMAN EM

MO

NS

OLIVER

MERCER

STARKBIL

LIN

GS

DUNN

MC KENZIE

MC LEAN

SHERID

AN

WELLS

EDDY

FOSTER

GRIG

GS

STEELE

TRAILL

DIVIDE

WILLIAMS

BURKE

MO

UNTR

AIL

RE

NVIL

LE

WARD

MC H

EN

RY

BOTTINEAU

ROLLE

TTE

TO

WNER

CAVALIER

RA

MSEY

WALSH

PE

MBIN

A

NELS

ONBENSONP

IER

CE

STUTSMAN

STATE COUNTY MAPDesigner Line 5

Designer Line 4

Designer Line 3

Designer Line 2

106 107 108 109 110 111 112 113 114 115 116 117 118 119 1205596+92

5649+92

5702+54

5755+38

5808+14

5860+96

5913+72

5966+41

6019+12

6071+91

6124+41

6177+58

6230+26

6283+08

6335+91

6352+79.04 Ahd6352+97.42 Bk=6352+79.04 Ahd6352+97.42 Bk= EQUATION

R-5

0W

R-5

1W

R-4

9W

R-5

0W

R-5

0W

R-5

1W

R-4

9W

R-5

0W

STA 5596+29

RP 105.988

Begin Project STA 6378+38

RP 120.803

End Project

Richland CountyCass County

T-136NT-137N

NDDOT - FARGO DISTRICT

Korey Boe /s/

to RP 112.278= RP 112.253 Bridge Exception (0.025 MI)

to RP 118.091= RP 118.064Bridge Exception (0.027 MI)

to RP 119.491= RP 119.427Bridge Exception (0.064 MI)

to RP 120.339= RP 120.295(0.044 MI)Bridge Exception

Kevin Gorder /s/

12/18/17

STATE PROJECT NO.

ND

PCNNO.

SHEET

NO.

SECTION

DEPARTMENT OF TRANSPORTATION

NORTH DAKOTA

__________________________________________

APPROVED DATE _________________________

engineer under the laws of the state of ND.

and that I am a duly registered professional

prepared by me or under my direct supervision

I hereby certify that the attached plans were

12/18/2017 kpboe G:\PROJECT\80046105.033\Design\001TS_001_Title Sheet.dgn1:37:49 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 #

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:

11

12/18/17

9460

SS-8-046(033)105 22032

Cass & Richland Counties

E JCT ND 18 E to Old US 81

SS-8-046(033)105

NDDOT - FARGO DISTRICT

DESIGN DATA

Traffic Average Daily

Current 2017 Pass: 1,675 Trucks: 345 Total: 2,020

Preventive Maintenance

Chip Seal

Korey Boe /s/

12/18/17

Korey P Boe

41

STATE PROJECT NO. SECTION NO.

SHEETNO.

12/18/2017 11:46:32 AM kpboe

ND 2SS-8-046(033)105TABLE OF CONTENTS 1

.. .. ....

Section Page(s) DescriptionPLAN SECTIONS

1 Title Sheet12 Table of Contents16 Notes1 - 28 Quantities110 Basis of Estimate120 General Details1 - 330 Typical Sections1 - 8100 Work Zone Traffic Control1 - 3

Number DescriptionLIST OF STANDARD DRAWINGS

NDDOT AbbreviationsD-101-1NDDOT AbbreviationsD-101-2NDDOT AbbreviationsD-101-3NDDOT Utility Company and Organization AbbreviationsD-101-10Line StylesD-101-20Line StylesD-101-21SymbolsD-101-30SymbolsD-101-31SymbolsD-101-32Lane Markers (Spotting Tab For Seal Projects Only)D-704-3Breakaway 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-704-11Barricade And Channelizing Device DetailsD-704-13Construction Sign Punching And Mounting DetailsD-704-14Road Closure LayoutsD-704-15Terminal And Seal Coat Sign LayoutsD-704-20Construction Truck And Temporary Detour LayoutsD-704-22Traffic Control Plan For Moving OperationsD-704-27Portable Sign Support AssemblyD-704-50Pavement Marking Message DetailsD-762-1Interstate Pavement Marking 4 Lane Divided HighwayD-762-2Pavement MarkingD-762-4Short-Term Pavement MarkingD-762-11

NOTES

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SHEET NO.

ND SS-8-046(033)105 6 1

This document was originally issued and sealed

by Korey P Boe

Registration Number PE-9460,

on 1/5/18 and the original document is stored at the

North Dakota Department of Transportation

107-114 RAILROAD PROTECTIVE LIABILITY INSURANCE: This project crosses the Red River Valley and Western Railroad Company at RP 111.9. The type of work that will be performed within the railroad right of way is chip seal coat. Direct inquiries regarding protective liability insurance to: Mr. Dan Zink, Director of Administration Red River Valley and Western Railroad Company P.O. Box 608 Wahpeton, ND 58074 701-642-8257 Obtain information regarding crossing number 062705L from the Federal Railroad Administration website: http://safetydata.fra.dot.gov/Officeofsafety/

420-P01 SEAL COAT APPLICATION: Place the Seal Coat using the following stages:

1. The application rate for CHFRS-2P and installation of the Cover Coat Class 41-M shall be as shown in the Basis of Estimate, or as otherwise directed by the Engineer. Complete initial brooming.

2. The roadway and sloughs shall be broomed again prior to the Fog Coat application. The dilution rate of the Fog Coat will be 50% water and 50% emulsified asphalt. Dilution at the supplier will be required.

3. The maintenance period will end 3 days after the application of the Fog Seal.

420-P02 BLOTTER MATERIAL CL 44: In addition to preventing bleeding on the roadway etc., apply blotter material to all major intersections for maintenance, bleeding, and protection of the chips/asphalt from turning movements. An estimated 40 ton is provided.

420-P03 BITUMEN: Apply the bituminous material at a rate such that residue bituminous

binder would embed 70% of the aggregate height used for cover coat material. 420-P04 COVER COAT MATERIAL CL 41-M: Within one minute following the application of

the bitumen, spread the cover coat material uniformly over the bituminous material with an aggregate spreader. All aggregate used for cover coat should be tightly bound/packed and any small voids caused by the irregular shapes of the aggregate filled with residue asphalt. Produce bituminous seal coat free from bleeding and poor aggregate embedment.

The acceptance of the cover coat material will be as follows: The Engineer will collect and test three samples for each lot of material. A lot is defined as 96,000 SY. If the final lot is less than 48,000 SY, the Engineer will include it in the previous lot, if greater than 48,000 SY, the Engineer will sample it as a separate lot. If the average of the three samples does not meet the gradation specified, the Engineer will either reduce the contract 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 operations after taking corrective actions and passing a gradation test.

420-P05 APPROACHES: Unless changes are made in the field, approaches on the project will be counted and the plan quantities identified in Section 20, Sheet 1 shall be used for the following bid items:

1. Cover Coat Material CL 41-M (SY)

This shall be used for basis of payment for each individual approach completed on the project.

420-P06 EMULSIFIED ASPHALT: Use an Emulsified Asphalt that meets the following

requirements: CHFRS-2P

Specification AASHTO Test Minimum Maximum Method

Viscosity, Saybolt Furol @ 122°F,Sec 100 400 T-59 Storage Stability Test, 1Day, % --- 1 T-59 Demulsibility, 35 ml 0.8% Sodium Dioctyl Sulfosuccinate,% 60 --- T-59

Sieve Test, % --- 0.10 T-59 Particle Charge Test Positive T-59

Specification AASHTO

Test Minimum Maximum Method Distillation Test: (1)

Oil Distillate, By Volume of Emulsion,% --- 0.5 T-59 Residue, % by Wt 65 ---- T-59 Test on Distillation Residue: Polymer Content, wt. % (solids base) 3.0 ---- TEX-533-C Softening Point, °F 130 T-53 Float Value at 140°F, Sec 1800 ---- T-50 Penetration 77°F, 100G, 5 Sec. 90 160 T-49 Viscosity @ 140°F, Poise 1300 ---- T-202 Solubility in Trichloroethylene, % 95 ---- T-44 Elastic Recovery @ 10°C(50°F), % (2) 55 ---- T-301 (1) Exception to AASHTO T-59: Bring the temperature on the lower thermometer to

350°F plus or minus 10°F. Maintain at this temp. for 20 minutes. Complete total distillation in 60 plus or minus 5 minutes from first application of heat.

(2) Elastic Recovery @ 10°C(50°F): Hour glass sides, pull 20 cm, hold 5 minutes then cut, let sit 1 hour.

Styrene Butadiene Rubber latex polymer shall be added to the water/soap phase

by injection prior to the mill manufacture of the asphalt emulsion by emulsion producer. The amount of solid from the latex polymer shall be at least 3% of the asphalt residual content and shall be certified by the emulsion producer on each load of emulsion delivered to the job site.

420-P07 SPOTTING TABS: Install spotting tabs at the beginning of

all messages, at all 24” stop lines, and every 200 feet along the 8” white channel line and at the beginning and end of the channel lines. Install spotting tabs every 200 feet along the double yellow barrier lines and at all breaks or change of direction.

NOTES

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SHEET NO.

ND SS-8-046(033)105 6 2

This document was originally issued and sealed

by Korey P Boe

Registration Number PE-9460,

on 1/5/18 and the original document is stored at the

North Dakota Department of Transportation

704-P01 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. Standard D-704-15, layout A, place layout A 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: ND 18, Co Rd 27, Co Rd 3, Co Rd 15, 166th Ave SE, 170th Ave SE, Co Rd 1, Interstate Off Ramps on crossroad, and Co Rd 81

3. Standard D-704-22, layouts K and L. 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:

1. ND 18

2. Co Rd 27

3. Co Rd 3

4. Co Rd 15

5. 166th Ave SE

6. 170th Ave SE

7. Co Rd 1

8. Interstate Off Ramps on crossroad

9. Co Rd 81

No turning movements will be allowed on the new chip seal for 30 minutes. Include the cost of flagging in the price bid for other items.

762-P01 PAVEMENT MARKING: Pavement markings short term 4in line and painted

pavement markings 4in line will not be measured for payment unless changes are made in the field. Payment for pavement markings short term 4in line and painted pavement markings 4in line will be at plan quantity.

762-P02 SHORT TERM 4IN LINE-TYPE NR: Quantity for two applications of short term

centerline pavement marking has been included in the plans. ● One application for Chip Seal each day ● One application for Fog Seal

762-P03 PREFORMED PATTERNED PVMT MK- (GROOVED): Groove and install the

“Preformed Patterned Pvmt. Mk.-Grooved” after a minimum of 14 days after the installation of the seal coat.

ESTIMATE OF QUANTITIESSTATE PROJECT NO. SECTION

NO.SHEETNO.

ND 8 SS-8-046(033)105 1

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

103 0100 CONTRACT BOND L SUM 1 1

107 0100 RAILWAY PROTECTION INSURANCE L SUM 1 1

401 0070 FOG SEAL GAL 13,089 13,089

420 0118 CHFRS-2P EMULSIFIED ASPHALT GAL 104,379 104,379

420 0128 COVER COAT MATERIAL CL 41-M SY 254,569 254,569

420 0160 BLOTTER MATERIAL CL 44 TON 40 40

702 0100 MOBILIZATION L SUM 1 1

704 1000 TRAFFIC CONTROL SIGNS UNIT 4,280 4,280

704 1067 TUBULAR MARKERS EA 340 340

762 0122 PREFORMED PATTERNED PVMT MK-MESSAGE(GROOVED) SF 265 265

762 0430 SHORT TERM 4IN LINE-TYPE NR LF 80,630 80,630

762 0442 SHORT TERM MESSAGE-TYPE NR SF 530 530

762 1104 PVMT MK PAINTED 4IN LINE LF 196,762 196,762

762 1108 PVMT MK PAINTED 8IN LINE LF 530 530

762 1124 PVMT MK PAINTED 24IN LINE LF 180 180

ESTIMATE NUMBER: 18026 RUN DATE: 12/18/2017 TIME: 13:10:32

2

1 26.14

28.00

27.36

36.00

40.00

29.56

24.00

31.50

6,288

6,735

6,581

9,622

5,773

7,577

23,442

1,711

11,258

50,088

2,358

1,586

1,391

7,979

822

767

822

803

924

209

973

192*

206*

264*

201*

294*

217*

176*

231*

716* 57,171

344*

1,530*

244*

8,660

7,111

4,173

27,456

122,166

5,750

3,868

3,394

19,460

254,569

19,556

14,667

40,315

LF/Mile

4" Yellow ` Skips: 10' Line, 30' Skip

4" Yellow Barrier Stripe

1320

990

6 Rail Road Bands-Message

2 Rail Road Cross & 4 R's-Message

Total

265 SF

144 SF

121 SF

4" Yellow ` Skips; 10' Line, 30' Skip

4" Yellow Barrier Stripe

1320

990

10,560

PREFORMED PATT MK-MESSAGE(GROOVED)

6 Rail Road Bands-Message

2 Rail Road Cross & 4 R's-Message

265 SF

144 SF

121 SF

19,556

14,667

156,447

196,762

LF/Mile TotalShort Term Pavement Marking Quantities

SHORT TERM MESSAGE

Permanent Pavement Marking Quantities

---

---

530 LF

180 LF

---

---

PAINT 8IN AND 24IN:

SHORT TERM 4IN: PAINT 4IN:

24" Stop Bar (Co Rd 15, Co Rd 3, NW I29 Ramp, and SE I29 Ramp)

---

---

Total:

Total:

8" White Channel Line (RP 113.352 to 113.452)

631 2311,539

292 711

8,881

See Section 20, Sheet 1



---

--- ---

---

--- ---

---

---

---

---

---

---

---

---

---

---

---

---

---

---

---

9*

112*

4" White Edge Line

---

---

1,862

1,862

4" White Edge Line (East Ramps, I29)

4" Yellow Edge Line (East Ramps, I29)

4" White Edge Line (West Ramps, I29)

4" Yellow Edge Line (West Ramps, I29)

---

---

1,184

1,184

---

---

1,862

1,862

4" White Edge Line (East Ramps, I29)

4" Yellow Edge Line (East Ramps, I29)

4" White Edge Line (West Ramps, I29)

4" Yellow Edge Line (West Ramps, I29)

---

---

1,184

1,184

3,643

80,630

Subtotal:

530 SF

Subtotal:

*Quantity doubled to provide for 2 applications

(Cover Coat and Fog Seal)

*Quantity doubled to provide for 2 applications

(Cover Coat and Fog Seal)

Total*:

Total*:

36

26.14

36.00

28.00

27.36

50.00

37.96

28.00

31.50

487

1,467

1,114

2,860

1,3731,056

6,112

360

249

199

*For Informational Purposes Only

53*

73*

49*

43*

20*

3,193*

Section Lengths

FL Mileft

WidthGal/Mile Gal.

Total

ft

WidthGal/Mile

Gal

Total

(0.05 GAL/SY UNDILUTED)

ASPHALT @ 0.10 GAL/SY

SS-1H, MS-1 or CSS-1H EMULSIFIED

COMMENTSASPHALT @ 0.41 GAL/SY

CHFRS-2P EMULSIFIED

SY

TotalTon/Mile*

Tons*

Total

(@ 25 LBS/SY*)

MATERIAL CL. 41-M

COVER COAT

FOG SEALCHIP SEAL

Total TotalTotal

Section

3

Total

4

5

6

7

8

3.728

0.254

1.300

7.611

0.245

0.223

0.241

1.053

19,684

1,341

6,864

40,186

1,273

5,560

14.655

1,177

1,294

Approaches

Turn Lane

Ramps

104,379

(14.815 Miles Mainline & Ramps)(14.815 Miles Mainline & Ramps)

13,089

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

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of Transportation



on and the original

PE- ,

Registration Number



9460

12/18/17

10

1SS-8-046(033)105

Basis of Estimate

Korey P Boe

Hwy `

2" HBP

20'

24'

100'

Hwy `

RadiusEnd

24'

100'

Hwy `

5'

20'

Approx.

5'

5'

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

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

(3) Paved Private Drive Approach

(4) Gravel Private Drive or Field Drive Approach

Match existing HBP radius

Edge of Pavement

Radius

End


Edge of Pavement

Hwy `

Edge of Pavement


Approx.

Existing R/W

Approx.

Existing R/W

Approx.


Edge of Pavement

Section Line

Paved

Drive

PrivateSection Line

GravelUNIT Drive

FieldITEM

GAL

Number of Locations

BASIS OF ESTIMATE (1) (2) (3) (4)

4835259EACH

Notes:

Salvaged Base

Salvaged Base

GAL

of the "Estimate of Quantities" of the plans.

Quantity totals have been included in the bid items1.

@ 0.41 Gal/SY(Chip Seal)

CHFRS-2P Emulsified Asphalt

CL 41-M(Chip Seal)

Cover Coat Material

(0.05 Gal/SY Undiluted)(Fog Seal)

Emulsified Asphalt @ 0.10 Gal/SY

SS-1H, MS-1 OR CSS1H

Fog Seal Area = 42 SY



Fog Seal

KEY

TOTALS

SY


117

95

631

1,539

0 0 0

0 0 0

631

1,539

3553 48 231

Chip Seal & Fog Seal

& Fog Seal Area = 171 SYChip Seal

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

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on and the original

PE- ,

Registration Number



9460

12/18/17

20

1SS-8-046(033)105

Approach Details

Korey P Boe

28.3'

530' Right Turn Lane

150'

Conc

5985

+00

5990

+00

Chip Seal Area = 711 SY

UNITITEM

GAL

BASIS OF ESTIMATE



CL 41-M(Chip Seal)

Cover Coat Material SY

(711 SY)

Turn Lane Total:

292

711

GAL



SS-H, MS-1 OR CSS1H

*Slough Fog Seal Quantities Included with Mainline Typicals

36

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

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of Transportation



on and the original

PE- ,

Registration Number



9460

12/18/17

20

SS-8-046(033)105 2

Turn Lane Details

Korey P Boe

0+00 S

ER

18+48 S

WR

0

+86 N

ER

0

+00 N

ER

5+92 N

ER

16+55 N

WR

0+00 N

WR

17+55 S

WR

0+00 S

WR

4+93 S

ER

5+63 S

ER

10+15 S

WR

8+19 N

WR

= 163 SYFog Seal Area


UNITITEM

GAL

BASIS OF ESTIMATE

GAL



CL 41-M(Chip Seal)

Cover Coat Material



SS-1H, MS-1 OR CSS1H

TOTALS

SY 8,881

96

SW Ramp NW Ramp SE Ramp NE Ramp

2,685 2,633 1,749 1,814

1,101 1,080 718 744 3,643


Chip Seal & Fog Seal Area

= 2,633 SYChip Seal & Fog Seal Area





147 144 100 487

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

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of Transportation



on and the original

PE- ,

Registration Number



9460

12/18/17

20

SS-8-046(033)105 3

Ramp Details

Kindred Interchange

Korey P Boe

2.1% 2.1%

4:1

2.1%2.1%

4:1

4:14:1

4:14:1

2.1%2.1%

4:1 Max.

RP 111.699 to RP 111.718 (Sta 5897+85 to 5898+87)

RP 111.0 to RP 111.251 (STA 5860+94 to 5874+20)

RP 106.897 to RP 109.7 (Sta 5644+16.48 Ahd to 5792+16)

RP 105.988 to RP 106.643 (Sta 5596+29 to 5630+77.3 Bk)

Section 1

Sta 5630+77.3 Bk to 5644+16.48

RP 106.643 to RP 106.897

Section 2

Sta 5792+16 to 5860+94

RP 109.7 to 111.0

Section 3

14.5" Salvaged Base

4:1 Max18'

13.07'

2" Asphalt Surface

6" Stabilized Base

2" Asphalt Surface

18'

13.07'

1.5" Asphalt Surface

3" Asphalt Surface

3.5" Traffic Surface Gravel

4:1 Max

20.5" Salvaged Base

Embankment

6" Topsoil

18.36'

14'

20.5" Salvaged Base

15" Salvaged Base

5.5" HBP

18.36'

14'

3" Asphalt Surface

2" Asphalt Surface

2" Asphalt Surface6" Stabilized Base

13.5" Salvaged Base

3.5" Traffic Surface Gravel

18' 18'


13.5" Salvaged Base

4:1 Max.

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

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on and the original

PE- ,

Registration Number



9460

12/18/17

30

SS-8-046(033)105 1

Existing Typical Sections

Korey P Boe

*Less Bridge Exceptions at RP 112.253 to 112.278, RP 118.064 to 118.091, RP 119.427 to 119.491

RP 112.628 to RP 120.050 (Sta 5946+87 to 6338+73)

RP 112.199 to RP 112.287 (Sta 5924+22 to 5928+85)

RP 111.718 to RP 111.935 (Sta 5898+87 to 5910+32)

Section 4

Sta 6344+84 to Sta 6347+24

RP 120.166 to RP 120.212 (Width Transition)

Sta 6338+73 to Sta 6344+84

RP 120.050 to RP 120.166

Section 5

Sta 6357+97 to Sta 6365+69

RP 120.416 to RP 120.562

Section 6

Sta 6365+69 to Sta 6378+42

RP 120.562 to RP 120.803

Section 7

18'

13.68'

18'

13.68'

12.5" Salvaged Base

6" Stabilized Base

2" Traffic Surface Gravel12.5" Salvaged Base

3" Asphalt Surface

2" Asphalt Surface

3" Asphalt Surface

4" Asphalt Surface

4" Asphalt Surface


8'12'8' 12'

14.78' 14.78'

1.5" Asphalt Surface4" Asphalt Surface

2" Asphalt Surface

4" Asphalt Surface

Asphalt SurfaceBase

12' 12'

2.1% 2.1%

2.1% 2.1%

Varies Varies

2.1% 2.1%

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

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of Transportation



on and the original

PE- ,

Registration Number



9460

12/18/17

30

2


SS-8-046(033)105

4:1 4:1

Korey P Boe

4:1

4:1

4:1

4:1

Varies

Varies

Varies

Varies

Sta 5874+20 to Sta 5897+85

RP 111.251 to RP 111.699

Section 8

Sta 5910+32 to Sta 5924+22

RP 111.935 to RP 112.199

Section 8

Sta 5928+85 to Sta 5946+87

RP 112.287 to RP 112.628

Section 8

5.8" SBC

4:1 Max 4:1 Max

TopsoilTopsoil


3" Asphalt Surface 4.2" Asphalt Surface

18'

13.5'

18'

13.5'

4:1 Max.

3" Asphalt Surface


18' 18'

13.5'

9.6" SBC

Topsoil

4:1 Max.

4:1 Max.

Topsoil

4.8" SBC

4:1 Max.

4.8" Asphalt Surface 3" Asphalt Surface

18'

13.5'

18'

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/18/2017 kpboe G:\PROJECT\80046105.033\Design\030TP_003_Existing Typicals (Curves).dgn1:48:05 PM

of Transportation



on and the original

PE- ,

Registration Number



9460

12/18/17

30

SS-8-046(033)105 3


Korey P Boe

2.1%2.1%

Sta 5983+29 to 5984+79 (Width Taper)

Sta 5983+29 to Sta 5990+39

Turn Lane

Kindred Interchange Ramps

Varies to 28' max.

13.5'

18" Salvaged Base 3" Asphalt Surface

18" Salvaged Base2" Asphalt Surface

2" Asphalt Surface

24'

2" Plant Mix Bit. Base

6" Plant Mix Bit. Base

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/18/2017 kpboe G:\PROJECT\80046105.033\Design\030TP_004_Existing Typicals (Ramp and Turn Lane).dgn1:48:58 PM

of Transportation



on and the original

PE- ,

Registration Number



9460

12/18/17

30

SS-8-046(033)105 4


4:1

Korey P Boe

2.1% 2.1%

4:14:1

4:1

2.1% 2.1%

4:1

4:1

2.1% 2.1%

4:1

RP 111.699 to RP 111.718 (Sta 5897+85 to 5898+87)

RP 111.0 to RP 111.251 (STA 5860+94 to 5874+20)

RP 106.897 to RP 109.7 (Sta 5644+16.48 Ahd to 5792+16)

RP 105.988 to RP 106.643 (Sta 5596+29 to 5630+77.3 Bk)

Section 1

Sta 5630+77.3 Bk to 5644+16.48

RP 106.643 to RP 106.897

Section 2

Sta 5792+16 to 5860+94

RP 109.7 to 111.0

Section 3

Chip & Fog Seal13.07'


Chip & Fog Seal14'

Chip & Fog Seal14'

Chip & Fog Seal18'

Chip & Fog Seal18'

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/18/2017 kpboe G:\PROJECT\80046105.033\Design\030TP_005_Proposed Typicals (Tangent).dgn1:50:03 PM

of Transportation



on and the original

PE- ,

Registration Number



9460

12/18/17

30

SS-8-046(033)105 5

Proposed Typical Sections

Korey P Boe

*Less Bridge Exceptions at RP 112.253 to 112.278, RP 118.064 to 118.091, RP 119.427 to 119.491

RP 112.628 to RP 120.050 (Sta 5946+87 to 6338+73)

RP 112.199 to RP 112.287 (Sta 5924+22 to 5928+85)

RP 111.718 to RP 111.935 (Sta 5898+87 to 5910+32)

Section 4

Sta 6344+84 to Sta 6351+65

RP 120.166 to RP 120.295 (Width Transition)

Sta 6338+73 to Sta 6344+84

RP 120.050 to RP 120.166

Section 5

Sta 6357+97 to Sta 6365+69

RP 120.339 to RP 120.562

Section 6

Sta 6365+69 to Sta 6378+42

RP 120.562 to RP 120.803

Section 7

Fog Seal14'

Fog Seal14'

Fog Seal18.98'

Fog Seal18.98'

Fog Seal25'

Fog Seal25'



Chip Seal20'

Chip Seal20'

Chip Seal14.78'

Chip Seal14.78'

Chip Seal12'

Chip Seal12'

2.1% 2.1%

2.1% 2.1%

Varies Varies

2.1% 2.1%

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/18/2017 kpboe G:\PROJECT\80046105.033\Design\030TP_006_Proposed Typicals (Tangent).dgn1:51:38 PM

of Transportation



on and the original

PE- ,

Registration Number



9460

12/18/17

30

SS-8-046(033)105 6


4:1 4:1

Korey P Boe

4:1

4:1

4:1

4:1

Varies

Varies

Varies

Varies

Sta 5874+20 to Sta 5897+85

RP 111.251 to RP 111.699

Section 8

Sta 5910+32 to Sta 5924+22

RP 111.935 to RP 112.199

Section 8

Sta 5928+85 to Sta 5946+87

RP 112.287 to RP 112.628

Section 8


Chip & Fog Seal18'

Chip & Fog Seal18'



Chip & Fog Seal18'

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/18/2017 kpboe G:\PROJECT\80046105.033\Design\030TP_007_Proposed Typicals (Curves).dgn1:52:45 PM

of Transportation



on and the original

PE- ,

Registration Number



9460

12/18/17

30

SS-8-046(033)105 7


Korey P Boe

2.1% 2.1%

Sta 5983+29 to 5984+79 (Width Taper)

Sta 5983+29 to Sta 5990+39

Turn Lane

Kindred Interchange Ramps

Fog Seal26.6'

Quantity Shown in Section 20Chip & Fog SealVaries to 28' max.

Chip & Fog Seal (included with Tangent Sections)13.5'

Chip Seal24'

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/18/2017 kpboe G:\PROJECT\80046105.033\Design\030TP_008_Proposed Typicals (Ramp and Turn Lane).dgn1:54:14 PM

of Transportation



on and the original

PE- ,

Registration Number



9460

12/18/17

30

4:1

SS-8-046(033)105 8


Korey P Boe

SECTION SHEETNO. NO.

100 1

D3-36 36"x6" STREET NAME SIGN (Sign and installation only) 6 48"x48" FRESH OILG20-1-60 60"x24" ROAD WORK NEXT __ MILES 34 48"x48" ROAD MACHINERY AHEAD or __ FTG20-1b-60 60"x24" WORK IN PROGRESS/ NO WORK IN PROGRESS (Sign and installation only) 26 48"x48" SHOULDER WORKG20-2-48 48"x24" END ROAD WORK 19 48"x48" RIGHT or LEFT SHOULDER CLOSEDG20-4-36 36"x18" PILOT CAR FOLLOW ME (Mounted to back of pilot car) 18 48"x48" RIGHT or LEFT SHOULDER CLOSED AHEAD or __ FT.G20-10-108 108"x48" CONTRACTOR SIGN 64 48"x48" SURVEY CREW AHEADG20-50a-72 72"x36" ROAD WORK NEXT __ MILES RT & LT ARROWS 37 48"x48" BRIDGE PAINTING AHEAD or __ FT.G20-52a-72 72"x24" ROAD WORK NEXT __ MILES RT or LT ARROW 30 48"x48" MATERIAL ON ROADWAYG20-55-96 96"x48" SPEED LIMIT ENFORCED - MINIMUM FEE $80 WHEN WORKERS PRESENT 59 48"x48" FRESH OIL LOOSE ROCK 630M1-1-36 36"x36" INTERSTATE ROUTE MARKER (Post and installation only) 10 24"x24" TAKE TURNS (6" D letters) (Mounted on stop sign post)M1-4-24 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 ARROW RIGHT or LEFT 23M5-1-21 21"x15" ARROW AHD AND RT or LT(Mounted on route marker post) 7M5-2-21 21"x15" ARROW AHD UP & RT or LT (Mounted on route marker post) 7M6-1-21 21"x15" ARROW RT or LT (Mounted on route marker post) 7M6-2-21 21"x15" ARROW UP & RT or LT (Mounted on route marker post) 7M6-3-21 21"x15" ARROW AHD (Mounted on route marker post) 7R1-1-48 48"x48" STOP 4 32 128R1-1a-18 18"x18" STOP and SLOW PADDLE Back to Back 4 5 20R1-2-60 60"x60" YIELD 29R2-1-48 48"x60" SPEED LIMIT __ 20 39 780R2-1a-24 24"x18" MINIMUM FEE $80 (Mounted on Speed Limit post) 18 10 180 SPECIAL SIGNSR3-7-48 48"x48" LEFT or RIGHT LANE MUST TURN LEFT or RIGHT 35R4-1-48 48"x60" DO NOT PASS 18 39 702R4-7-48 48"x60" KEEP RIGHT SYMBOL 39R5-1-48 48"x48" DO NOT ENTER 35R6-1-36 36"x12" ONE WAY RIGHT or LEFT 13R7-1-12 12"x18" NO PARKING 11R10-6-24 24"x36" STOP HERE ON RED 16R11-2-48 48"x30" ROAD CLOSED 28R11-2a-48 48"x30" STREET CLOSED 28R11-3a-60 60"x30" ROAD CLOSED __ MILES AHEAD LOCAL TRAFFIC ONLY 31R11-3c-60 60"x30" STREET CLOSED __ MILES AHEAD LOCAL TRAFFIC ONLY 31R11-4a-60 60"x30" STREET CLOSED TO THRU TRAFFIC 31W1-3-48 48"x48" RIGHT or LEFT SHARP REVERSE CURVE ARROW 35W1-4-48 48"x48" RIGHT or LEFT REVERSE CURVE ARROW 35W1-4b-48 48"x48" DOUBLE RIGHT or LEFT REVERSE CURVE ARROW 35W1-6-48 48"x24" LARGE ARROW 26W3-1-48 48"x48" STOP AHEAD SYMBOL 35W3-3-48 48"x48" SIGNAL AHEAD SYMBOL 35 TRAFFIC CONTROL SIGNS TOTAL UNITSW3-4-48 48"x48" BE PREPARED TO STOP 4 35 140W3-5-48 48"x48" SPEED REDUCTION AHEAD 2 35 70W4-2-48 48"x48" RIGHT or LEFT LANE TRANSITION SYMBOL 35W5-1-48 48"x48" ROAD NARROWS 35W5-4-48 48"x48" RAMP NARROWS 6 35 210W5-8-48 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 SYMBOL 35W8-1-48 48"x48" BUMP 35W8-3-48 48"x48" PAVEMENT ENDS 35W8-7-48 48"x48" LOOSE GRAVEL 35W8-9a-48 48"x48" SHOULDER DROP-OFF 35W8-11-48 48"x48" UNEVEN LANES 35W8-12-48 48"x48" NO CENTER STRIPE 18 35 630W8-53-48 48"x48" TRUCKS ENTERING HIGHWAY 35W8-54-48 48"x48" TRUCKS ENTERING AHEAD or __ FT. 2 35 70W8-55-48 48"x48" TRUCKS CROSSING AHEAD or __ FT. 2 35 70W8-56-48 48"x48" TRUCKS EXITING HIGHWAY 35W9-3a-48 48"x48" CENTER LANE CLOSED SYMBOL 35W12-2-48 48"x48" LOW CLEARANCE SYMBOL 35W13-1-24 24"x24" __ MPH ADVISORY SPEED PLATE (Mounted on warning sign post) 11W13-4-48 48"x60" RAMP ARROW 39W13-4-48 36"x36" ON RAMP 4 15 60W14-3-48 48"x36" NO PASSING ZONE 23W20-1-48 48"x48" ROAD WORK AHEAD or _FT or _ MILE 6 35 210W20-2-48 48"x48" DETOUR AHEAD or __ FT 35W20-3-48 48"x48" ROAD or STREET CLOSED AHEAD or __ FT. 35W20-4-48 48"x48" ONE LANE ROAD AHEAD or __ FT. 35W20-5-48 48"x48" RIGHT or LEFT LANE CLOSED AHEAD or __ FT. 35W20-7a-48 48"x48" FLAGGING SYMBOL 4 35 140W20-7k-24 24"x18" __ FEET (Mounted on warning sign post) 10W20-8-48 48"x48" STREET CLOSED 35W20-51-48 48"x48" EQUIPMENT WORKING 35W20-52-54 54"x12" NEXT __ MILES (Mounted on warning sign post) 20 12 240W21-1a-48 48"x48" WORKERS SYMBOL 35

704-1041

TRAFFIC CONES

LF

762-0420762-0430

ATTENUATION DEVICE-TYPE B-65ATTENUATION DEVICE-TYPE B-70

EACH

704-3501704-3510

704-1081704-1085704-1086

704-1050704-1051704-1052 TYPE III BARRICADES

762-0434

TYPE I BARRICADESTYPE II BARRICADES

SHORT TERM 8IN LINE - TYPE NR

SEQUENCING ARROW PANEL - TYPE C - CROSSOVERTYPE B FLASHERSPILOT CAROBLITERATION OF PVMT MKPORTABLE PRECAST CONCRETE MED BARRIERPRECAST CONCRETE MED BARRIER - STATE FURNISHEDRAISED PAVEMENT MARKERS

704-1088704-1095704-1185704-1500

TUBULAR MARKERSDELINEATOR

762-0200

704-1060 DELINEATOR DRUMS

SEQUENCING ARROW PANEL - TYPE ASEQUENCING ARROW PANEL - TYPE BSEQUENCING ARROW PANEL - TYPE C

SPEC & CODE

DESCRIPTION

FLAGGING704-0100 MHR

704-1000

SPEC & CODE

UNIT

HRSFLFEACHEACH

LF

SFEACH

LF

FLEXIBLE DELINEATORS

SHORT TERM 4IN LINE - TYPE RSHORT TERM 4IN LINE - TYPE NR

704-1044704-1043

ATTENUATION DEVICE-TYPE B-55

704-1065704-1067704-1070704-1072

704-1087

VERTICAL PANELS - BACK TO BACK

EACHEACHEACH

EACH

EACH

EACHEACH

EACH

772-2110 FLASHING BEACON - POST MOUNTED762-0442 SHORT TERM MESSAGE - TYPE NR

EACH

340

EACHEACH

EACH

EACH

EACHEACHEACH

QUANTITY

SIGN NUMBER

SIGN SIZE DESCRIPTION AMOUNT

REQUIRED

W21-5-48W21-5a-48W21-5b-48W21-6a-48

W21-3-48

W21-50-48

UNITS PER

AMOUNT

UNITS SUB

TOTAL

SIGN NUMBER

W21-51-48W22-8-48

11

353535

SIGN SIZE

W21-2-48

DESCRIPTION

35

SS-8-046(033)105

UNITS PER

AMOUNT

3535

35

AMOUNT REQUIRED

NOTE:If additional signs are required, units will be calculated using the formula from Section III-19.06 of the Design Manual.http://www.dot.nd.gov/

4280

STATE

ND

PROJECT NO.

35

35

18

This document wasoriginally issuedand sealed byKorey P Boe,

Registration NumberPE-9460,

on 12/18/17 and theoriginal document

is stored at the North Dakota Department of Transportation.

80630

Traffic Control Devices List

UNITS SUB

TOTAL

530

12/18/2017 1:58 PM G:\PROJECT\80046105.033\Design\100WZ_001_TCDL.xlsm VERSION: 4.4.2008

ROAD

1500 FT

WORK

1000 FT

ROAD

WORK

TUBULAR MARKERS

@ 25' ctrs

Tubular Markers

@ 10' ctrs

Tubular Markers

NARROWS

RAMP

RAMP

ON

W20-1-48W20-1-48

RAMP

ON

@ 25' ctrs

Tubular Markers

WORK AREA B

B WORK AREA

A WORK AREA

W13-4P-36 W13-4P-36

W5-4-48

* Drawing Not To Scale

Off Ramps 92 Ea

420' Taper

420' Taper

Taper Detail for Work Area B

9460

12/18/17

100

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/18/2017 kpboe G:\PROJECT\80046105.033\Design\100WZ_002_CONRAMPS.dgn1:55:49 PM

of Transportation



on and the original

PE- ,

Registration Number



2SS-8-046(033)105

Work Zone Traffic Control

I29 Off Ramps

Korey P Boe

TUBULAR MARKERS

@ 25' ctrs

Tubular Markers

NARROWS

RAMP@ 10' ctrs

Tubular Markers

@ 25' ctrs

Tubular Markers

WORK AREA B

WORK AREA A B WORK AREA

W5-4-48

On Ramps 78 Ea

* Drawing Not To Scale

NARROWS

RAMP@ 10' ctrs

Tubular Markers

W5-4-48

WORK AREA B

(Top of Ramp)

Work Area B Detail

(Bottom of Ramp)

Work Area B Detail

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/18/2017 kpboe G:\PROJECT\80046105.033\Design\100WZ_003_CONRAMPS.dgn1:57:08 PM

of Transportation



on and the original

PE- ,

Registration Number



9460

12/18/17

100

3SS-8-046(033)105

Work Zone Traffic Control

I29 On Ramps

Korey P Boe

or `

Abn abandoned

Abut abutment

Ac acres

Adj adjusted

Aggr aggregate

Ahd ahead

ARV valve releaseair

Align alignment

Al alley

Alt alternate

Alum aluminum

ADA Act Disabilities withAmericans

A ampere

& and

Appr approach

Approx approximate

ACP pipe cementasbestos

Asph asphalt

AC cementasphalt

Assmd assumed

@ at

Atten attenuation

ATR recorder trafficautomatic

Ave Avenue

Avg average

ADT traffic dailyaverage

Az azimuth

Bk back

BF faceback

Bs backsight

Balc balcony

WireB wirebarbed

Barr barricade

Btry battery

Brg bearing

BI inletbeehive

Beg begin

BM markbench

Bkwy bikeway

Bit bituminous

Blk block

FtBd feetboard

BH holebore

BS sidesboth

Bot bottom

Blvd Boulevard

Bndry boundary

BC capbrass

Brkwy breakaway

Br bridge

Bldg building

BV valvebutterfly

Byp bypass

GdrlC guardrailcable

Calc calculate

Cd candela

CIP pipe ironcast

CB basincatch

CRS setting rapidcationic

GdC guardcattle

C ToC center tocenter

Cl centerline

Cm centimeter

Ch chain

Chnlk chain-link

BlkCh blockchannel

ChCh changechannel

Chk check

Chsld chiseled

Cir circle

Cl class

Cl clay

FCl fillclay

HvyCl heavyclay

LmCl loamclay

Clnt clean-out

Clr clear

Cl&gr grubbing &clearing

SCo slackcoal

Comb. combination

Coml commercial

Compr compression

CADD design & drafting aidedcomputer

Conc concrete

Cond conductor

Const construction

Cont continuous

CSB sample barrel splitcontinuous

Contr contraction

Contr contractor

CP pointcontrol

Coord coordinate

Cor corner

Corr corrected

CAES section end aluminumcorrugated

CAP pipe aluminumcorrugated

CMES section end metalcorrugated

CMP pipe metalcorrugated

CPVCP pipe chloride poly-vinylcorrugated

CSES section end steelcorrugated

CSP pipe steelcorrugated

C coulomb

Co County

Crse course

GrC gravelcourse

CS sandcourse

Ct Court

Xarm armcross

Xbuck buckcross

Xsec sectionscross

Xing crossing

Xrd Crossroad

Crn crown

CF feetcubic

M3 metercubic

M3/s second per meterscubic

CY yardcubic

Cy/mi mile per yardscubic

Culv culvert

C&G gutter &curb

CI inletcurb

CR rampcurb

CS spiral tocurve

C cut

LdDd loaddead

Defl deflection

Defm deformed

D orDeg degree

Dlnt delineate

Dlntr delineator

Depr depression

Desc description

Det detail

DWP panel warningdetectable

Dtr detour

Dia diameter

Dir direction

Dist distance

DM materialdisturbed

DB blockditch

DG gradeditch

Dbl double

Dn down

Dwg drawing

Dr drive

Drwy driveway

DI inletdrop

D densitydry

Ea each

Esmt easement

E East

EB Eastbound

Elast elastomeric

EL lockerelectric

MtrE meterelectric

Elec electric/al

EDM meter distanceelectronic

El orElev elevation

Ellipt elliptical

Emb embankment

Emuls emulsion/emulsified

ES sectionend

Engr engineer

ESS station sensorenvironmental

Eq equal

Eq equation

Evgr evergreen

Exc excavation

Exst existing

Exp expansion

Expy Expressway

E curve ofexternal

Extru extruded

FOS safety offactor

F Fahrenheit

FS sidefar

F farad

Fed Federal

FP pointfeed

Ft feet/foot

Fn fence

PFn postfence

FO opticfiber

FB bookfield

FD drivefield

F fill

FAA angularity aggregatefine

FS sandfine

FH hydrantfire

Fl flange

Flrd flared

FES section endflared

BcnF beaconflashing

FA sample augerflight

FL lineflow

Ftg footing

FM mainforce

Fs foresight

Fnd found

Fdn foundation

Frac fractional

Frwy freeway

Frt front

FF facefront

DispF dispenserfuel

Ð

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

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



NDDOT ABBREVIATIONS D-101-1

07-01-14

2930

Roger Weigel,

07/01/14

FFP pipes fillerfuel

FLS sensor leakfuel

Furn furnish/ed

Gal gallon

Galv galvanized

Gar garage

LGs linegas

RegG regulator linegas

GMV valve maingas

MtrG metergas

GSV valve servicegas

GVP pipe ventgas

GV valvegate

Ga gauge

Geod geodetic

GIS System InformationGeographical

G giga

GPS System PositioningGlobal

Gov government

Grd graded/grade

Gr gravel

Grnd ground

GWM monitor waterground

Gdrl guardrail

Gtr gutter

PlgH pilingH

Hdwl headwall

Ha hectare

Ht height

HI instrument ofheight

Hel helical

H henry

Hz hertz

HDPE polyethylene densityhigh

HM masthigh

HP pressurehigh

HPS sodium pressurehigh

Hwy highway

Hor horizontal

HBP pavement bituminoushot

Hr hour(s)

Hyd hydrant

Ph content ionhydrogen

Id identification

" orIn inch

Incl tubeinclinometer

IMH manholeinlet

ID diameterinside

Inst instrument

Intchg interchange

Intmdt intermediate

Intscn intersection

Inv invert

IM monumentiron

PnI PinIron

IP Pipeiron

Jt joint

J joule

Jct junction

K kelvin

Kn newtonkilo

Kpa pascalkilo

Kg kilogram

Kg/m3 meter cubic perkilogram

Km kilometer

K Kip(s)

LS (licensed) SurveyorLand

LSIT Training In SurveyorLand

Ln lane

Lg large

Lat latitude

Lt left

L curve oflength

Lens lenses

Lvl level

LB booklevel

Lvlng leveling

Lht light

LP polelight

Ltg lighting

CoLig coallignite

SlLig slacklignite

LF footlinear

Liq liquid

LL limitliquid

L litre

Lm loam

Loc location

LC chordlong

Long. longitude

Lp loop

LD detectorloop

Lm lumen

Lum luminaire

SumL sumlump

Lx lux

ML linemain

HrM hourman

MH manhole

Mkd marked

Mkr marker

Mkg marking

MA armmast

Matl material

Max maximum

MC cornermeander

Meas measure

Mdn median

MD drainmedian

MC curingmedium

M mega

Mer meridian

M meter

M/s second permeters

M curve of ordinatemid

Mi mile

MM markermile

MP postmile

Ml milliliter

Mm millimeter

Mm/hr hour permillimeters

Min minimum

Misc miscellaneous

Mon monument

Mnd mound

Mtbl mountable

Mtd mounted

Mtg mounting

Mk muck

Mun municipal

N nano

NGS Survey GeodeticNational

NS sidenear

Neop neoprene

Ntwk network

N newton

N North

NE EastNorth

NW WestNorth

NB Northbound

# orNo. number

Obsc obscure(d)

Obsn observation

Ocpd occupied

Ocpy occupy

LocOff locationoffice

O/s offset

OC centeron

C consolidation dimensionalone

OC contentorganic

Orig original

O ToO out toout

OD diameteroutside

OH overhead

PMT transformer mountedpad

Pg pages

Pntd painted

Pr pair

Pnl panel

Pk park

PK nailParker-Kalon

Pa pascal

PSD distance sightpassing

Pvmt pavement

Ped pedestal

Ped pedestrian

PPP post pushbuttonpedestrian

Pen. penetration

Perf perforated

Per. perimeter

PL pipeline

Pl place

P&P profile &plan

PL limitplastic

Pl plate

Pt point

PCC curve compound ofpoint

PC curve ofpoint

PI intersection ofpoint

PRC curvature reverse ofpoint

PT tangent ofpoint

POC curve onpoint

POT tangent onpoint

PE polyethylene

PVC chloridepolyvinyl

PCC concrete CementPortland

# orLb pounds

PP polepower

Preempt preemption

Prefab prefabricated

Prfmd preformed

Prep preperation

Press. pressure

PRV valve reliefpressure

Prestr prestressed

Pvt private

PD driveprivate

Prod. production/produce

Prog programmed

Prop. property

LnProp lineproperty

Ppsd proposed

PB boxpull

HMA hot mix asphalt


07-01-14

2930

Roger Weigel,

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



08/03/15

General Revisions 08-03-15

Qty quantity

Qtr quarter

R orRad radius

RR railroad

Rlwy railway

Rsd raised

RTP point traverserandom

R orRge range

RC curingrapid

Rec record

Rcy recycle

RPCC

Ref reference

MkrR markerreference

RM monumentreference

Refl reflectorized

RCB box concretereinforced

RCES section end concretereinforced

RCP pipe concretereinforced

RCPS sewer pipe concretereinforced

Reinf reinforcement

Res reservation

Ret retaining

Rev reverse

Rt right

R/W way ofright

Riv river

Rd road

Rdbd bedroad

Rdwy roadway

RWIS

Rk rock

Rt route

Salv salvage(d)

Sd sand

ClSdy claysandy

Lm ClSdy loam claysandy

FlSdy fillsandy

LmSdy loamsandy

San line sewersanitary

Sc scoria

Sec seconds

Sec section

SL linesection

Sep separation

Seq sequence

Serv service

Sh shale

Sht sheet

Shtng sheeting

Shldr shoulder

Sw sidewalk

S siemens

SD distancesight

Sig signal

ClSi claysilt

Lm ClSi loam claysilty

LmSi loamsilty

Sgl single

SC curingslow

SS settingslow

Sm small

S South

SE EastSouth

SW WestSouth

SB Southbound

Sp spaces

Spcl special

SP provisionsspecial

G gravityspecific

Spk spike

SC curve tospiral

ST tangent tospiral

SB sample barrelsplit

SH headsprinkler

SV valvesprinkler

Sq square

SF feetsquare

Km2 kilometersquare

M2 metersquare

SY yardsquare

Stk stake

Std standard

N test penetrationstandard

SpecsStd

Sta station

YdSta yardsstation

LStm linesteam

SEC concrete encasedsteel

SSD distance sightstopping

SD drainstorm

St street

SPP pipe platestructural

SPPA arch pipe platestructural

Str structure

Subd subdivision

Sub subgrade

PrepSub preperationsubgrade

Ss subsoil

SE superelevation

SS specificationsupplement

Supp supplemental

Surf surfacing

Surv survey

Sym symmetrical

SI

Tan tangent

T (semi)tangent

TS spiral totangent

Tel telephone

BTel BoothTelephone

PTel poletelephone

Tv television

Temp temperature

Temp temporary

TBM mark benchtemporary

T tesla

T sample tubethinwall

T/mi mile pertons

Ts topsoil

T orTwp township

Traf traffic

TSCB box control signaltraffic

Tr trail

Transf transformer

TB booktransit

Trans transition

TT towertransmission

Trans transverse

Trav traverse

TP pointtraverse

Trtd treated

Trmt treatment

Qc compressiontriaxial

TERO ordinance rights employmenttribal

Tpl triple

TP pointturning

Typ typical

Qu strength compressiveunconfined

Ugrnd underground

USC&G Survey Geodetic & CoastUS

USGS Survey GeologicUS

Util utility

VG guttervalley

Vap vapor

Vert vertical

VC curvevertical

VCP pipe clayvitrified

V volt

Vol volume

Wkwy walkway

W contentwater

WGV valve gatewater

WL linewater

WM mainwater

WMV valve mainwater

MtrW meterwater

WSV valve servicewater

WW wellwater

W watt

Wrng wearing

Wb weber

WIM

W west

WB westbound

Wrng wiring

W/ with

W/o without

WC cornerwitness

WGS

Z zenith

SA special assembly

SN sign number

RAP recycled asphalt pavement

recycled portland cement concrete

roadway weather information system

standard specifications

systems international

weigh in motion

world geodetic system

SMA stone matrix asphalt

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number




07-01-14

2930

Roger Weigel,

08/03/15

General Revisions 08-03-15

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

SEW RRAMSEY Association Sewer RuralRamsey

RWRAMSEY Association Water RuralRamsey

UTILRAMSEY Utilities Rural CountyRamsey

TEL RIVRED Telephone Rural RiverRed

TELRESVTN TelephoneReservation

TELROBRTS Telephone CompanyRoberts

ELECR-RIDER Coop ElectricRoughrider

RRVW Railroad Western & Valley RiverRed

ELECRSR Cooperative ElectricR.S.R.

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

2930

Roger Weigel,

07/01/14

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

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:

9-27-17 Updated to active voice

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)

2930

Roger Weigel

9/27/2017

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.


2-28-14

2930

BREAKAWAY SYSTEMS FOR CONSTRUCTION ZONE SIGNS D-704-7

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



Roger Weigel,

9/27/2017

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:


REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



2930

BREAKAWAY SYSTEMS FOR CONSTRUCTION ZONE SIGNS D-704-8

Roger Weigel,

9/27/2017

3.15" 29.7" 3.15"

36"

4.5"

9"B

4.5"

18"

8-17-17 Added sign & background color

Background: orange

Legend: black (non-refl)

48"

"216"8

75

"83

"85

"211R

24"

"433

"433

"214

6"C

6"C

20""4119

"4316 18"

2""212

Background: orange


"4124"16

324 24"

"433

"214

"433

6"C

6"C

60"

"211R

"83

"85

19"19"

G20-1-60

Background: orange


24"

"433

"214

"433

6"C

6"C

60"

"85

"83

"211R

"161515"16

1515

G20-1b-60

Background: orange


G20-50a-72

36"

5"

4"

5"

6"C

72"

19"19"

6"C

4"

6"C

33""16715"8

514

"16152 "16

152

"1671533" "8

514

"85

"87

"412R

Background: orange


G20-52a-72

"1671533" "8

514

"16152

19"19"

"85

"83

"211R

24"

"214

3"

"214

6"C

6"C

72"

G20-55-96

Background: orange


48"

"16157

3"

"1677

5"C

6"C

"1675

6"C

96"

"411

"16155

"163336""8

1166""16720

"8740"8

740

"161116""16

927 13"6"

"161331"16

1331

"163245""2

1255""16714

"16137"16

137

3"R

"43

"411

G20-2-48

G20-52a-72

G20-50a-72

"852

"415"8

39

"21R

"83

3"

3"

30"

"213

"213

36"

Background: orange


"212

6"C

G20-4b-36

"16514 "8

711

"2131"

"16158

"16158

"1616

"1616

"21

"43

48"

48"

1"

"435

E5-1-48

See ARROW DETAILS

See ARROW DETAILS

ARROW DETAILS

"16922"16

922

"161314"16

1314

3"R

10"EM

"435

"161518

"217

"161314"4

312

60°

"43R

"4113"4

316

"211

"838

"838

"214

14"

30"

"43R

"/ft21

Taper

6"C

6"C

"212

"871R

Background: orange


24"

4"

5"D

"83

"85

"211R

12""2111

8"

7"

9"9" See ARROW DETAILS

M4-9-30

M4-9(L or R)-30 &

"1611R

"1611R

4"

4"

"874

"817"16

9

"213

"431

6"4"

4"

"8710 "8

17

"169

9"

"213

"213

"215

Advanced Right or Left

M4-9(L or R)-30

Straight

M4-9-30

"32315

"32315

4"

4"

"817"8

710

"213

"169

"1611R

Right or Left

M4-9(L or R)-30

"431

E5-1(L or R)-48

(A)

or left.

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

NOTES:

See ARROW DETAILS

Background: orange


M4-8-36

Background: green (orange optional)

Legend: white

30"

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



2930

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

Roger Weigel,

8/17/17

Background: 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

2930

CONSTRUCTION SIGN DETAILS

REGULATORY SIGNS

Roger Weigel,

8/17/17

8-17-17 Revised sign number

Background: orange


48"

48"

3"R

15"15"

"16114"16

114

"873

3"

6"C

6"C

6"C

3"

3"

48"

W22-8-48

Background: orange


1"

3"R

48"

7"C

7"C

"411

"43

"411

6"C

6"C

6"C

"411

"43

3"R

48"

48"

W8-56-48

Background: orange


"213

"8112"16

312

"16151112"

"871314"

Background: orange


48"

"4116"4

116

"4121"4

121

7"C

7"C

4"

"43

"411

3"R

48"

"214

W20-51-48

Background: orange


54"

"16322"16

322

12"

3"

6"C

3"

W20-52P-54

"83"16

7

WORD LETTER SPACING

AHEAD Standard

Standard

Standard

Standard

Standard

200 FT

350 FT

500 FT

1000 FT

1500 FT

MILE21

1 MILE

6"D

6"D

48"

Background: orange


3"

"16151617"

"8313"16

513

"43

"411

3"R

48"

6"

6"

* DISTANCE MESSAGES

6"D

"873

W21-50-48

W21-51-48

"43

"161111"16

119

5"22" "21

"87183"

"1633 3"

"213

"213

"211R

Reduce 40%

Reduce 40%

Reduce 50%

ARROW DETAILS

Background: orange


W5-8-48

48"

48"

3"R

"879"8

79

"16116"16

116

"16111"16

111

"16119

"16119

"412

6"D

6"D

6"D

6"D

"214

"214

"214

W5-9-48

48"

W5-9-48

Background: orange


"1691

3"R

48"6"D

6"D

6"D

6"D

3"

3"

3"

"8310"8

310

"161310"16

1310

"16116"16

116

"8110"8

110

3"

"1617

"852

"83

"214

"167R

"412

"811

45°

"852

6"C

6"C

6"C

"213

"213

"212

3"R

48"

48"

W8-53-48

Background: orange


"16151112"

"16515"8

315

"871314"

"411

"43

"43

"411

"43

"411

6"C

6"C

"213

"213

"212

3"R

48"

48"

W8-54-48

Background: orange


"16151112"

"16515"8

315

"43

"411

W8-55-48

Background: orange


7"C

7"C

4"

4"

"43

"411

3"R

48"

48"

17"17"

14""161513

"213

7"C

6"C

"1693

"1693

DETAILS

See ARROW

*

*

*

8-17-17 Updated sign number

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



D-704-11

2930

CONSTRUCTION SIGN DETAILS

WARNING SIGNS

Roger Weigel,

8/17/17

TUBULAR MARKERVERTICAL PANEL

28" min

8" to 12"

4"

4"

TRAFFIC CONE

2" min

4" to 6"

36" min

18" min

DELINEATOR DRUM

6"

3" to 4"

28" min

2"

4"

4" to 6"

More than 36"

6" 6"

6' to 10'

8"

3'-0" to 3'-6"

45°

2' min

3'-0" to 3'-6"

45°

8"

8"

6" 6"45°

5' min

20"

20"

Varies

2" to 6"

3"

3"2"

45°

White retroreflective

Orange retroreflective


Orange


Orange

band (night use)


band (night use)


band (night use)


White retroreflectorized

Orange retroreflectorized



band (night use)


band (night use)




3"

3"

28"

2"

PLAN

ELEVATION

DETAIL A

FLEXIBLE DELINEATOR

"435'-2

"214'-1 5'-0"

12"

5'-0"

8"

"214'-7

2" to 6"

6' or 8'

(Aluminum Barricade Rails)

BARRICADE ASSEMBLY DETAIL

1'-8"

1'-8"

"431'-1 "4

34'-7

5'-0"

1'-8"

1'-8"

1'-4" 1'-6"

SIDE VIEW

SIDE VIEW

(Wood or Plastic Rails)

BARRICADE ASSEMBLY DETAIL

5'-0"

Orange

` Roadway

band


base

Surface mountable

45 lb sand bag

DETAIL)

(see BARRICADE BLADE

Aluminum barricade rail

hollow-profile plastic rails

1" x 8" wood slats or

Barricade rails

"41

Galv steel perforated tube

" x 14 gauge x 12"43" x 14

31

Sleeve

rail and upright (typ)

joining sign panel,

"| x 4" bolts 832 -

sleeve and upright (typ)

"| x 3" bolt joining 831 -


" x 5'-0"81" x 2

1" x 1211

Upright


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

31

Skid

"4110

"4116

"| x 5" bolt83rail with

Attach to upright and

Horizontal brace


" X 12 gauge43" x 14

31

Sleeve


" x 12 gauge21" x 12

11

Upright


" x 12 gauge43" x 14

31

SkidGalv steel perforated tube

" x 12 gauge21" x 12

11

Horizontal brace

ELEVATION VIEW

ELEVATION VIEW

"414'-10

Flexible delineator

See DETAIL A

Pavement or ground Pavement or ground Pavement or ground

" OD (min)412

6" 6"

rails)

(9" for 6'-0"

rails)

(9" for 6'-0"

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

Orange

STACKABLEBACK TO BACK

36" min

12" max

24" min 36" min



6"

6"

45°

Orange

(min weight 30 lbs)

Molded rubber base

" | x 3" anchor83

NOTES)

(see INSTALLATION

Galvanized steel anchor

holeInstallation

4'-0"

2'-6"

5'-0"

2'-6"

8" min

Symmetrical

0.812"

0.24"

9"

0.094"

0.625"R

0.12"R

0.25"R

BARRICADE BLADE DETAIL

4" 4"

2"

6"

1"

1"

8"

3"

"83R

"21R

"| (typ)41

"| (typ)41

2"

SECTION VIEW

" min1611

One Direction Bi-Directional

" Fastener163

2" min

MOUNTING DETAIL

DELINEATORS

ELEVATION

4'

REFLECTOR DETAIL

Roadway surface

24"

2' to 8'

TYPE I BARRICADE TYPE II BARRICADE TYPE III BARRICADE

BARRICADE RAIL DETAILS

6'-0" (A)

assembly.

barricade

use with this

acceptable for

type of rail

This is the only NOTE:

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

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

(when applicable)

sign panel

0.100" Aluminum

(when applicable)

sign panel

0.080" Aluminum

"812'-5

"812'-5

With Sign

Without Sign 4 - 25 lb sandbags

6 - 25 lb sandbags

(see Table)

Ballast

(For each side of barricade support)

MINIMUM BALLAST

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

area facing vehicular traffic. When the barricade length is less

with a minimum of 270 square inches of visible retroreflective

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

retroreflective stripes, sloping downward in the direction traffic is

For barricade markings use alternating orange and white NOTE:

barricade rail past the uprights.

extend no more than 1'-0" of the

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

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

fastening device

sleeves - use no bolt or

Uprights slide inside

barricade rail

square washer on back side of

" x 1" hex head bolts with a 165with

Attach sign panel to top barricade rail

near the ends of the skids.

of 55 MPH. Sandbags assumed to be placed at or

Note: Number of sandbags based on a wind speed

Remove butyl as close as possible to pavement surface.

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

to bond to pavement surface.

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

specifications.

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

INSTALLATION NOTES:

top of drum.

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

drum ribs or indentations. Use closed top drums that will

orange and white stripes. Avoid placement of stripes on

3" nonretroreflectorized spaces between the horizontal

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

Use a minimum of two orange and two white stripes with

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

Provide horizontal, circumferential, alternating orange and

orange and white stripes.

Use maximum 3" nonretroreflectorized space between the

stripes for each cone with the top stripe being orange.

stripes. Use a minimum of two orange and two white

height by alternating orange and white retroreflective

Provide retroreflectorization of cones more than 36" in

white stripes with the top stripe being orange.

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

Provide retroreflectorization of tubular markers more than

bolts

uprights with 2" corner

Attach barricade rails to

stripe width of 6 inches.

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

Where the height of the retroreflective vehicular traffic.

minimum of 270 square inches of retroreflective area facing

Place retroreflective sheeting on both sides of panel with a

sloping downward in direction vehicular traffic is to pass.

Provide alternating orange and white retroreflective stripes,


10-3-13

D-704-13

2930

BARRICADE AND CHANNELIZING DEVICE DETAILS

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



Roger Weigel,

9/27/2017

15"

48" 48"

16"

16"

12"

6' min

shoulder

Edge of finished

lane

Edge of driving

6' to 16'

(secondary sign)Vertical clearance

(main sign)Vertical clearance

15"

48" 48"

16"

16"

18"

18"

6"

12"

4"

(urban areas)

Orange flags

3" 21"

60"

60"

24"

12"

12"

12"

15" 15"24"3"

3"

18"

54"

48"

12"

24"

12"

12" 12"24"

9"

12" 24" 12"

48"

12"

24"

18"

3"

3"

10"

20"

20"

10"

60"15"

30"3"

3"

24"

16"

16"

48"

15"

48"

12"

W16-2P-30

24"

30"

3"3"

3"

24"

3"

21"

18"

supports

Extend

48"

15"

15"

18"

30"3"

12"

24"15"

54"

15"

6"24"

24"

30"

3"3"

30"

3"

21"

24"

3"

48"

24" 12"12"

12"

24"

12"

48"

9"

3"

3"

24"

24"

54"

15" 15"24"3"

3"

18"

12"

24"

12"

48"supports

Extend

64"

24"12" 12"

6" 6"32"32"32"

108"

48"

16" 16"

96"

32"32"

12" 12"

72"

36"

24"24"

12" 12"

72"

24"24"

24"

12" 12"

60"

36" 12" 12"

48"

24"

"211

"211

"211

"21

12"

12"

"211

3"3" 24" "2

1

15"

"211

"211

12"

24"

"2110

21"

21"

36"

18"

18"

36"

18"3"

3"

3"

3"

6"

6"3"

3"

30"

15"

(48" x 48" diamond warning sign shown)

TYPICAL SECTION

R1-2-60 - YIELD SIGN

30" x 24" SIGN

(with R6-1-54 sign as required)

R1-1-48 - STOP SIGN

(with R6-1-54 sign as required)

48" x 48" SIGN

W14-3-64 - PENNANT SIGN

12"

(with 30" x 24" secondary sign)

48" x 48" DIAMOND SIGN

(with 30" x 30" secondary sign)

48" x 48" DIAMOND SIGN

DIAMOND SIGN

18" x 18"

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

18" 18"

24"3"

3"

36"

12"

24" x 36" SIGN

ASSEMBLY

ROUTE MARKER

24" x 24"

ASSEMBLY

ROUTE MARKER

36" x 36"

"4334




W13-1P-30

(main sign)Vertical clearance (main sign)

Vertical clearance







(secondary sign)Vertical clearance (main sign)

Vertical clearance


3"

24"

6"4"

20"

20"

4"

20"

20"

18"








48"

24"


24"

(main sign)Vertical clearance3"

18"

3"

18"

9""2

118"4

1

" plywood sign panel21

0.080" aluminum or

panel and supports

bolt (2 per support) joining sign

" A325 or equivalent 21"| x 316

5

"| x 5" bolt165with

Attach to upright

Horizontal brace

(ft)

Mounting Height

Sign Panel

4' x 4' sign panel

sandbags for

Number of 25 lb

5'

7' 10

(see Table)

Ballast

8

32"

9"

48"

panel and supports

bolt (2 per support) joining sign

"| x 3" A325 or equivalent 165

"41

(see Table)

Ballast

" plywood sign panel21

0.080" aluminum or

upright and sleeve

equivalent bolt joining

"| x 3" A325 or 165

(optional)

upright and sleeve

equivalent bolt joining

"| x 3" A325 or 165

72"

"8123

61'

HIGH-MOUNTING HEIGHT

PORTABLE SIGN SUPPORT

required)

(when

R6-1-54

required)

(when

W20-52P-54

LOW-MOUNTING HEIGHT

PORTABLE SIGN SUPPORT

" x 10 gauge21" x 22

12

Use minimum post size of

Steel perforated tube support

Steel perforated tube

" x 12 gauge21" x 344

1" x 2412

Horizontal brace


" x 12 gauge21" x 22

12

Sleeve


" x 12 gauge21" x 22

12

Skid


" x 12 gauge43" x 14

31

Sleeve


" x 12 gauge43" x 14

31

Skid


" x 12 gauge43" x 14

31

Upright

(For each side of sign support base)

MINIMUM BALLAST

78" max

12" min

32"


" x 12 gauge41" x 24

12

Upright

clearancevertical

minimum5' or 7'

clearance

vertical

for 7'

150" min

or

for 5'

126" min

the sign.

from face of the curb to near edge of

minimum horizontal distance of 2'

Note: In curb sections, place signs a

ends of skids.

speed of 55 MPH. Place sandbags at or near the

Note: The number of sandbags are based on a wind

details to a maximum surface area of 16 square feet.

LOW-MOUNTING HEIGHT and HIGH-MOUNTING HEIGHT

Restrict signs mounted on portable sign supports shown in the

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

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

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

circumstances, such as equipment breakdown, rain, subgrade

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

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

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

within the pavement surface.

clearance stated above when it is necessary to place signs

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

post for signs with an area exceeding 50 square feet.

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

vertical clearance stated above.

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

absence of a curb.

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

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

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

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

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

County - yellow legend on blue background

US and State - black legend on white background

Interstate Business Loop - white legend on green background

Interstate - white legend on blue background

used with:

a background and legend that match the route marker they are

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

Route Marker Auxiliary Signs: Provide route marker auxiliary 4.

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

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

Alternate Messages: Install and remove alternate message 3.

" bolts.83Punch all holes round for

plywood, or other approved material, except where noted.

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

behind sign panels when used with u-posts.

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

supports as a minimum.

" perforated tube 21" x 22

1Place signs over 50 square feet on 2

of 55 MPH.

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

u-channel, minimum post size for assemblies containing a

perforated tube, except where noted. When installing signs on

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

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

NOTES:

required)

(when

R1-50P-24

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

R1-1-48 - STOP SIGN

required)

(when

R2-1aP-24

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

48" x 48" SIGN

10-4-13

D-704-14

2930

CONSTRUCTION SIGN PUNCHING AND MOUNTING DETAILS

Roger Weigel,

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



11-14-13 Revised Note 6.


9/27/2017

AHEAD

ROAD

WORK

AHEAD

ROAD

WORK

AHEAD

ROAD

WORK

AHEAD

ROAD

WORK

NEXT MILES00

NEXT MILES00

BE

PREPARED

TO STOP

BE

PREPARED

TO STOP

XXXX FT

ROAD

WORK

CLOSED

ROAD

END

ROAD WORK

END

ROAD WORK

END

ROAD WORK

XXX FT

CLOSED

RIGHT LANE

XX MILE

CLOSED

LEFT LANE

XX MILE

CLOSED

RIGHT LANE

XXX FT

CLOSED

LEFT LANE

SPEED LIMIT ENFORCED

MINIMUM FEE $80WHEN WORKERS PRESENT



MINIMUM

FEE

$80

MINIMUM

FEE

$80

MINIMUM

FEE

$80

SPEEDLIMIT

XX

SPEED

XXLIMIT

SPEED

XXLIMIT

SPEED

XXLIMIT

SPEEDLIMIT

XX

SPEED

XXLIMIT

SPEEDLIMIT

XX

SPEED

XXLIMIT

M.P.H.

XX

SPEEDLIMIT

XX

SPEED

XXLIMIT

SPEED

XXLIMIT

SPEED

XXLIMIT

SPEED

XXLIMIT

M.P.H.

XX

SPEED

XXLIMIT

SPEEDLIMIT

XX

SPEED

XXLIMIT

SPEED

XXLIMIT



8-17-17 Updated notes & Speed Limit signs

Portable

(see note #7)

W20-52P-54

Portable

W3-4-48

Portable

W3-4-48

W20-1-48

Portable

W20-1-48

ends here

Interim pavement

roadways

hard surfaced

striping with

Short term

markin

g

pave

ment

existing

Obliterate

starts here

Interim pavement

W1-3(R)-48

or

W1-4(R)-48

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

R2-1-48

R2-1-48

arrow panel

Sequencing

R2-1-48

R2-1-48

(see note #7)

W20-52P-54

CLOSURE

TEMPORARY ROAD

TYPE A

4 lane undivided highway with half the roadway closed.

2S Ft A

21

A2

1

50' c to c

A

C

21

C2

1 B

21

B2

1

A4

3L +

pave

ment

markin

g

Obliterate

C21

C21

A2

1 A

21

B2

1 B

21

B2

1 B

21

L

Varies

L Min21

A2

1 A

21

A4

3L +

pave

ment

markin

g

Obliterate

A

21

A2

1

C21

C21

B2

1 B

21

B2

1 B

21

A2

1 A

21

L L Min

21

L Min

21

or less

mile

21

Work are

a

buffer space

Longitudinal

marking

pavement

or cover

Obliterate

KEY

Type III barricade

Sign

Delineator drum

Work area

Flagger

Sequencing arrow panel

Longitudinal Buffer Space

(mph)

Speed

Min (feet)

Length

202530354045505560657075

115155200250305360425495570645730820

Portable

W20-7-48

Portable

W20-7-48

(see note #4)

arrow panel

Sequencing

to back

Vertical panels backTubular markers

ROAD CLOSURE WITH A DIVERSION

TYPE B

HIGH SPEED HIGHWAY

HALF ROAD CLOSURE ON A MULTI-LANE,

TYPE C

Taper

Shoulder

Portable

W1-4(R)-48

2S Ft

1/2 C

1/2 C

Portable

R2-1-36

Portable

W3-5-48

2S Ft + A +

1/2

B

2S Ft + A +

1/2

B

Portable

R2-1-36

Portable

R2-1-36

1/2 C

1/2 C

A

1/2 B

1/2 B

A

1/2 B

1/2 B

Portable

W3-5-48

Portable

R2-1-36

needed on project using pilot car.

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

(see note #6)

Post Mtd

R2-1-48

Post Mtd

W20-5-48

Post Mtd

W4-2(R)-48

Portable

W1-4(L)-48

(see note #5)

Post Mtd

R2-1-48

Post Mtd

G20-2-48

Post Mtd

W20-1-48

Post Mtd

G20-55-96

Post Mtd

W20-5-48

Post Mtd

W20-5-48

(see note #6)

(optional)

Post Mtd

R2-1-48

Post Mtd

W4-2(L)-48

Post Mtd

G20-2-48

Post Mtd

(optional)

W1-6-48

Barricade Mtd

W1-6-48

Barricade Mtd

R11-2-48

(see note #5)

Post Mtd

Post Mtd

W3-5-48

Post Mtd

W20-5-48

Post Mtd

W20-1-48

Post Mtd

W20-1-48Post Mtd

G20-55-96

Post Mtd

W3-5-48

(see note #5)

Post Mtd

R2-1-48

Post Mtd

(optional)

W1-6-48

Post Mtd

(optional)

W1-6-48

Post Mtd

G20-2-48

Post Mtd

G20-55-96

or

Post Mtd

W3-5-48

as conditions warrant

Space drums 25' c to c

as conditions warrant

Space drums 25' c to c

mile or less closure.21bridge and culvert installation with

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

Two lane highway where roadway is closed and detour

and conditions dictate otherwise.

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

control, or the work is less than 15 days.

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

accordance with NDDOT Standard Specifications.

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

Where necessary, engineer will determine safe speed.10.

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

limp.

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

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

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

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

B. 21Place the second speed limit sign at

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

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

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

location and conditions.

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

40 mph or over 5000 ADT).

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

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

Use Type B on roadways with moderate traffic speeds and volumes

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

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

Shoulder Closure Standard Drawing.

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

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

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

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

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

assemblies when located on roadway.

Place barricades on moveable assemblies and signs on portable 2.

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

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

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

W = The width of taper in feet.

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

Variables 1.

Notes

(see note #6)

Post Mtd

R2-1aP-24

drop-see note #6)

(additional speed

Post Mtd

R2-1aP-24

drop-see note #6)

(additional speed

Post Mtd

R2-1aP-24

Post Mtd

(see note #10)

W13-1P-30

Post Mtd

(see note #10)

W13-1P-30

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



D-704-15

08/17/17

2930

ADVANCE WARNING SIGN SPACING

Min. (ft)

Distance Between Signs

Road Type

A B C

150 150 150

280 280 280

360 360 360

720 720 720

850 1350 2200

1000 1500 2640

750 1000 1500

Urban - Low Speed (30 mph or less)

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

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

(55 mph to 60 mph)

Urban Expressway and Freeway

(70 mph to 75 mph)

Rural Expressway and Freeway

(Maintenance and Surveying)

Interstate/4-Lane Divided

Urban - Low Speed (over 30 to 40 mph)

ROAD CLOSURE LAYOUTS

Roger Weigel





END

ROAD WORK

END

ROAD WORK

NEXT MILES

ROAD WORK

00

NEXT MILES00AHEAD

ROAD

WORK

AHEAD

ROAD

WORK

NEXT MILES00

ROAD WORK

NEXT MILES

ROAD WORK

00

ROAD WORK

NEXT MILES00

WORK

IN PROGRESS

IN PROGRESS

NO WORK

ROAD WORK

NEXT MILES00

STRIPE

CENTER

NO

STRIPE

CENTER

NO

STRIPE

CENTER

NO

STRIPE

CENTER

NO

FRESH OIL

LOOSE ROCK

FRESH OIL

LOOSE ROCK FRESH OIL

LOOSE ROCK

FRESH OIL

LOOSE ROCK

NEXT MILES00

NEXT MILES00

NEXT MILES00

NEXT MILES00MINIMUM

FEE

$80

PASS

NOT

DO

PASS

NOT

DO

PASS

NOT

DO

PASS

NOT

DO

MINIMUM

FEE

$80

MINIMUM

FEE

$80

MINIMUM

FEE

$80

NEXT MILES

ROAD WORK

00

NEXT MILES00

NEXT MILES

ROAD WORK

00

NEXT MILES00

SPEEDLIMIT

XX

SPEED

XXLIMIT

SPEED

XXLIMIT

SPEED

XXLIMIT

SPEEDLIMIT

XX

SPEED

XXLIMIT

SPEED

XXLIMIT

SPEED

XXLIMIT

WORK

IN PROGRESS

IN PROGRESS

NO WORK

NEXT MILES

ROAD WORK

00

NEXT MILES00

AHEAD

ROAD

WORK

seal project.

routes where traffic is maintained over

2 and 4 lane highway with intersecting

routes where traffic is maintained.

2 and 4 lane highway with intersecting

KEY

Type III barricade

Sign


Road Type Min. (ft)


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 40 mph)



(55 mph to 60 mph)


(70 mph to 75 mph)




Post mounted

G20-50a-72

Post mounted

W20-1-48

Post mounted

G20-50a-72

Post mounted

G20-52a-72

Post mounted

(See note #9)

G20-1b-60

Post mounted

G20-55-96

Post Mounted

G20-55-96

Post mounted

W20-1-48

Post mounted

G20-50a-72

Post mounted

G20-52a-72

(see note #2)

Post mounted

R2-1-48

(see note #3)

R2-1-48

Post mounted

R4-1-48

Post mounted

W8-12-48

(see note #3)

R2-1-48

W22-8-48

Post mounted

W3-5-48

Post mountedR4-1-48

Post mounted

W8-12-48

Post mounted

W8-12-48Post mounted

W3-5-48Post mounted

R4-1-48

W22-8-48

(see note #3)

R2-1-48

Post mounted

W8-12-48Post Mounted

R4-1-48

(see note #3)

R2-1-48

W22-8-48(see note #2)

Post mounted

R2-1-48

local road

volume

Low

local road

volume

Low

W22-8-48

A21 A2

1 A21

A21 A2

1 A21 A2

1

C B21 B2

1 A21 A2

1 A B C150' Max100' Min

150' Max100' Min

C B A A21 A2

1 B21 B2

1 C

Barricade mounted

G20-2-48

Post mounted

G20-2-48

G20-1-60

TERMINAL SIGN LAYOUT

TYPE G

SEAL COAT SIGN LAYOUT

TYPE H

G20-1-60

(See note #9)

G20-1b-60

Post mounted

local road

High volume

or

State Highway

local road

High volume

or

State Highway

Post mounted

G20-50a-72

Post mounted

W20-1-48

Section Line

or

Private Drive

Post mounted

W20-52P-54

Post mounted

W20-52P-54Post mounted

R2-1aP-24

Post mounted

R2-1aP-24Post mounted

R2-1aP-24

Post mounted

W20-52P-54

Post Mounted

R2-1aP-24

Post mounted

W20-52P-54

Recommend using 40 mph speed limit in vicinity of workers, unless location and conditions dictate otherwise. 12.

Sign G20-55-96 is not required if work is less than 15 days.11.

Use other traffic control layouts in immediate work areas. Place sign R2-1aP-24 below speed limit signs in reduced speed limit work areas.10.

Install sign G20-1b-60 when work is suspended for winter. 9.

Cover or remove speed limit signs from layout Type H when loose aggregate is removed. 8.

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

marking is placed.

mile intervals. Place sign W8-12-48 after all important intersections and at 2 mile intervals until short term center line pavement

On seal coat projects, place signs R2-1-48, R2-1aP-24, R4-1-48, W22-8-48 and W20-52P-54 after all important intersections and at five 6.

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

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 4.

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 limit reductions exceed 30 MPH, 3.

Determine the exact speed limit in the field, based on location and conditions. 2.

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

8-17-17 Updated notes & sign numbers

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



D-704-20

08/17/17

2930

TERMINAL AND SEAL COAT SIGN LAYOUTS

Roger Weigel

XXXX FT

ENTERING

TRUCKS XXXX FT

TRUCKS

CROSSING

XXXX FT

ENTERING

TRUCKS

XXXX FT

TRUCKS

CROSSING

M.P.H.

XX



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


Road Type


Min. (ft)


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)



(55 mph to 60 mph)


(70 mph to 75 mph)




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

PAINTWET

CONVOY

WORK

A LANE

CLOSED

AHEAD

WET PAINT

AHEAD

ROAD

WORK

PAINTWET

CONVOY

WORK

24"

72"

"16527 "16

527 "16118

"436

"21

"43

8D

"16118

5"

48"

6"

"411

"43

8D

8D

Shoulder

Shoulder

Shoulder

Shoulder

Work Vehicle

Work Vehicle

10' +

W20-5-48

(See Note # 9)

CW21-10A

Multi-Lane Highways

Typical Shadow Vehicle 1 & 2

Shadow Vehicle 1 Shadow Vehicle 2

Shadow Vehicle 1Shadow Vehicle 2

Entra

nce ra

mp

W20-1-48

150' - 250' 500' - 750'

500' - 750' 150' - 250'

Divided Multi-Lane Highway

CW21-10

CW21-10A

Right directional

Left directional

Double arrow directional

Caution Mode

Sign

CenterLeft RightA =

Sign Details

KEY

Shoulder

Work Vehicle

Work Vehicle

Shadow Vehicle 1

Shadow Vehicle 1

Attenuator

Truck Mounted

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

Attenuator

Truck Mounted

500' - 750'

500' - 750'

(See Note # 9)

CW21-10A

CW21-10

(See Note # 9)

CW21-10A

CW21-10

Varies

Shoulder

Shoulder

Work Vehicle

10' +

CW21-10

Shadow Vehicle 1 Shadow Vehicle 2

Attenuator

Truck Mounted

Undivided Multi-Lane Roadway

500' - 750' 150' - 250'

(See Note # 9)

CW21-10A

(See Note # 9)

CW21-10A

W20-5-48

CW21-10A (See Note # 9 )

W20-5-48

Two-Way Roaday

Typical Shadow Vehicle 1

Flashing arrow panels:

Truck mounted attenuator

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

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

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

Background = Orange

Border = Black

Letters = Black

Sign Colors 7.

shadow vehicle.

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

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

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

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

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

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

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

Notes

D-704-27

2930

TRAFFIC CONTROL PLAN FOR MOVING OPERATIONS

9-27-13

Roger Weigel

on two lane roadways

Removed shadow vehicle 2

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



6-18-14


09/27/2017

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

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

Roger Weigel

Wheel track

Wheel track

R R

CR

OSSI

NG

RO

AD

RAIL

2'-10"

"412'-10

"216'-4

"4114'-10

"834'-4

5'-9"

18'-0"

45°

10°

Curb face

of Roadway`

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

30'

10'

Edge line

Edge line

30-40 mph

0-25 mph

and above

45 mph

8"

8"

12" 25'

15'

5'

Chevron WidthLimit

Speed

70 mph

65 mph

60 mph

55 mph

50 mph

45 mph

40 mph

35 mph

30 mph

25 mph

20 mph min. 100 ft

min. 100 ft

min. 100 ft

min. 100 ft

125 ft

175 ft

250 ft

325 ft

400 ft

475 ft

550 ft

Distance

Advance

Percentile Speed

Posted or 85th

for Railroad Warning Signs

Advance Placement Distance

45° to Traffic

Chevron Spacing

6'-4"

3'-0"

8"

2'-4"

5'-4"

1'-8"

3'-8"

4"

8"

1'-0"

8'-0"

=3'-4"R

=2'-4"R

1'-8"

16 S. F.

9'-6"

5'-0"

4'-6"

1'-0"

3'-4"

1'-2" 1'-0"

12 S. F. 41 S. F.

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

8'-0"

16"

42"

22"

16"

4"

4"

4"

4" 4"

4"

4"

4"

6'-6"

22 S. F.

4"

4"4"4"

4"

4"

4"

4"16" 16"

2"16"

5"16"

16"

4"

8"

16"

8"

16"

16"

12"

8'-0"

6'-3"

6"

22 S. F.

16"4"

16"4"

16"4"

16"4"

16"4"

16"

4"

4"

4"

4"

4"4"

4" 4"

16"

4"

6"

16"

8"

16"

4"

18"

8"

34.5 S. F.

16"4"

16"4"

16"4"

16"4"

16"4"4"4"

16"4"

16"

16"

8"

4"

16"

16"

4"

16"

8"

4"

4"

4"

4"

4"

4" 4"

4" 4"

4"

4"

4"

4"

4"

4"

4"

4" 8"

46 S. F.

8'-0"

12'-0"9'-8"

8'-0"

11'-8"

3'-0"

8"

2'-8"

4"

4"

8"

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

=3'-4"R

=2'-4"R

1'-8"

8'-4"

2'-8"

3'-8"

2'-0"

2'-4"

1'-8"

2'-4"

29 S. F.

6'-0"

"431'-0

"431'-9

"431'-0

"432'-0

1'-1"

"413

4 S. F.

8"

R=3'-4"

1'-0"

1'-0"

7'-6"

3'-0"

8"

3'-4"1'-2"

4"

8'-0"

7'-5"

5'-4"

3'-8"

1'-8"

2'-4"

1'-8"

12'-9"

5'-0"

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

27 S. F.

gate, if present

Stop line 8' fromstripe

barrier

4" yellow

` of driving lane

W10-1

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

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

R15-1

Drawing D-754-81See Standard

10'

24'

60'

20' 16'

See Advanced Placement Distance table at right

2'

3.3' 6.6'16"

6' 1.6'

2'

20' max19' min

15'

Bands at right angles to pavement

4" yellow `

between lines

4" space

2'

24"

24"

24"

24"

24"

24"

24"

24"

30"

6" min to 15" max

12" min to 30" max

12" min to 30" max

30" max

unless noted otherwise.

See plans for correct message. Use white pavement markings

individual R X R symbols in each approach lane.

extend the transverse bands across all approach lanes, and use

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

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

Notes:

20^ from edge of roadway.

Note: Rotate merge arrow

2930

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



Continental Crosswalk Detail

Centerline Pavement Marking Skip Spacing Detail

Chevron Crosshatching Table

D-762-1Pavement Marking Message Details

12-6-11

Roger Weigel,

10-17-2017

Updated to active voice.10-17-17

4" white edge line

4" white edge line

4" white edge line

4" white edge line

4" white edge line

4" white edge line

4" white edge line

4" white edge line

4" white edge line

4" white edge line

4" white edge line

4" white edge line

4" white edge line

4" white edge line

4" white edge line

4" white edge line

4" white edge line

4" white edge line

4" yellow edge line

4" white edge line

4" yellow edge line

4" yellow edge line

4" yellow edge line

4" yellow edge line

4" yellow edge line4" yellow edge line

4" yellow edge line

4" yellow edge line

4" yellow edge line

4" yellow edge line

4" yellow edge line

4" yellow edge line

4" yellow edge line

4" yellow edge line

Finished shoulder

Finished shoulder

Finished shoulder

Finished shoulder

Finished shoulder

Finished shoulder

Finished shoulder

Finished shoulder

Finished shoulder

Finished shoulder

Finished shoulder

8" white channel line


line (4" between)

4" dbl yellow barrier

(10' line, 30' skip)

4" white centerline


4" white centerline


4" white centerline


4" white centerline


4" white centerline


4" yellow centerline

200'

240'

200'

12'

6'

240'

10'

597'

12'

6'

12'

6'

6'

14'

4'

12'

30'

10'

597'

2' Max

4'

14'

6'

12'

10'

30'

2' Max

14'

6'

4'195'

193'

12'

12'

12'

30'

10'

(A)

(B)

(A)

(B)

4' 14'

12'

12'

30'

10'

12'

6'

30'

10'

12'

12'

6'

4'

14'

12'

12'

30'

905' +/-

6'

Varies (C)4" yellow edge line

12'

(B)

(A)

Varies (C)

12'

12'

12'

12'




2' Max

8" Min.

8" Min.

8" Min.

8" Min.

8" Min.

(for esti

mating purp

oses)

1000' Crossro

ad

2' Max

(2' line, 6' skip)

4" dotted white line

stop line (G)

24" white

(H)

stop line (G)

24" white

(H)

290'(D)

gore

Physical

Theoretical gore

290'(D)

Finished shoulder

Theoretical gore

gore

Physical

290'(D)

290'(2' line, 6' skip)


4" yellow edge line

4" white edge line


4" white centerline

12'

12'

12'

14'

10'30'

6'

14'

4'

(B)

4" white edge line

(E)

gore

Physical 4" yellow edge line

Theoretical gore

4" white edge line

4" white edge line

4" yellow edge lineFinished shoulder

Finished shoulder

Full width(2' line, 6' skip)


(A)

4" white edge line

•(E)

(F)

(2' line, 6' skip)


(2' line, 6' skip)


(2' line, 6' skip)



(B)

(A)

196'

(A)

(B)

196'


4" white centerline

Updated to active voice.10-17-17

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

4" White edge line

4" Yellow edge line

LOCATION ITEM

BASIS OF ESTIMATE

TAPERED

Entrance Ramp

8" White channel line

24" White stop line

4" White dotted line

4" Yellow edge line

4" White edge line


4" Yellow edge line

4" White edge line


24" White stop line

4" Yellow edge line

4" White edge line


4" Yellow edge line

4" White edge line

Cross Road4" White edge line

4" Dbl yellow barrier line (4" between)

4" White dotted line (C)

NOTE:

PARALLEL

Entrance Ramp

PARALLEL

Exit Ramp

Right or Left Side

TAPERED

Exit Ramp

Right or Left Side

(Both Roadways)

Main Line

580 LF

60 LF

148 LF

1115 LF

1075 LF

390 LF

258 LF

1270 LF

1075 LF

396 LF

60 LF

258 LF

1115 LF

1075 LF

388 LF

1275 LF

1075 LF

2000 LF

2000 LF

2640 LF/MI

10,560 LF/MI

10,560 LF/MI

4" White dotted line

4" White dotted line 283 LF

traveled way.

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

Not required for gravel surface crossroad approaches.(G)

Use 195' for estimating purposes.(F)

to the theoretical gore, otherwise use 195'.

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

Beginning of physical gore to theoretical gore.(D)

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

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

4" Yellow edge line(B)

4" White edge line(A)

RIGHT SIDE EXIT RAMP

TAPERED DECELERATION LANE

LEFT SIDE EXIT RAMP

TAPERED DECELERATION LANE

ENTRANCE RAMP

TAPERED ACCELERATION LANE

ENTRANCE RAMP

PARALLEL ACCELERATION LANE

LEFT SIDE EXIT RAMP

PARALLEL DECELERATION LANE

RIGHT SIDE EXIT RAMP

PARALLEL DECELERATION LANE

CROSS-ROAD & STRUCTURE

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



2930

D-762-2

Roger Weigel,

8-3-11

INTERSTATE PAVEMENT MARKING

4 LANE DIVIDED HIGHWAY

Engineer will determine length striped.

10-17-2017

` Roadway

` Roadway

` Roadway

` Roadway

` Roadway` Roadway

` Roadway

` Roadway

` Roadway

` Roadway

` Roadway

` Roadway

` Roadway

and/or lane line

Yellow barrier

edge line

Yellow medianline

White lane

line

White lane

line

White lane

edge line

White outside

edge line

White outside

edge line

White outside

edge line

Yellow median

edge line

Yellow median

edge line

Yellow median line

White lane

line

White laneline

White lane

line

White lane

line

White lane

line

White lane line

White lane

line

White lane

line

White lane

line

White laneline

White lane

line

White laneline

White lane

line

White lane

line

White lane

line

White lane line

White lane

edge line

White outside

line

White edge

line

White edge

line

White edge

line

White edge

line

White edge

line

White edge

line

White edge

line

White edge

lines

Yellow barrier

lines

Yellow barrier

lines

Yellow barrier

lines

Yellow barrier

lines

Yellow lane

lines

Yellow lane

lines

Yellow lane

lines

Yellow lane

12' 12'

2"

4"4"

2"

4"

1"

4"

1"

4"

2"

12' 12'

1"

4"4"

1"

12' 12'

1"1" 1"

4"4"4"

12' 12'

1"

4"4"

1"

4"

2"

12' 12'

1"

4"4"4"

1"1"

12' 12' 12' 12'

2"2"

2" 2"2"

2"1" 1"

4" 4"4"

4"4"

4"

4" 4"

12' 12' 12' 12'

4"

2" 2"2"

2"2"

2"

4"4"

4"4"

4"

12' 12' 12' 12'

4" 4" 4"4"

4" 4"

2"1" 1"2"

12' 12' 12' 12'

1" 1"2"

2"

4" 4"4"

4"

12'12'12'12'

12'12'12'12'

12' 12' 12' 12'

12' 12' 12' 12'

1" 1"

1" 1"

2"2"

2"2" 2"

2"

4" 4" 4"4"

4"4"

4" 4"

4" 4"4"

4"4"

4"

4" 4" 4"4"

4" 4"

4" 4"4"

4"

1" 1"2" 2"2"

2"

2"2"

2"2"

2"

1•" 1•"

1•"1•"2"

for widthSee plans

for widthSee plans

for widthSee plans

for widthSee plans

line

White edge

line

White edge

line

Yellow Barrier line

Yellow Barrier

line

Yellow Barrier

line

Yellow Barrier

line

Yellow Barrierline

Yellow Barrier

line

Yellow Barrier

line

Yellow Barrier

30'

10'

drives. Break edge lines for intersections.

1. Continue edge lines through private drives and field

NOTES:

10-17-17 Updated to active voice.

Two Lane Two Way

RURAL ROADWAY

PRIMARY HIGHWAY

Asphalt Section

Two Lane Divided

Rural Roadway

PRIMARY HIGHWAY

INTERSTATE HIGHWAY RURAL FOUR LANE ROADWAY

URBAN FIVE LANE SECTION

RURAL FIVE LANE ROADWAY

INTERSTATE HIGHWAY

URBAN FOUR LANE SECTION

URBAN FOUR LANE SECTION

RURAL FOUR LANE ROADWAY

URBAN FIVE LANE SECTION

RURAL FIVE LANE ROADWAY

Asphalt Section

Asphalt Section

Concrete Section

Concrete Section

Concrete Section

Concrete Section

Asphalt Section

Asphalt Section

Concrete Section

Two Lane Roadway

Asphalt Section

Two Lane Roadway

Concrete Section

Two Lane Roadway

Edge line

Edge line

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



2930

PAVEMENT MARKING D-762-4

CENTERLINE PAVEMENT MARKING SKIP SPACING DETAIL

Roger Weigel,

12-1-10

10-17-2017

T

T TTT T T T T

T T T T T T T

T T T T

T T T TT T T T T T T T

T T T T T T T TTTTTTT T T T T T T T T T T T T

T T T TT T T TT T T T



T T T T T T T T T

T T T TT T T T

T T T T T T T T

TT T T T T T T T T T T T

T T T T T T T



T T T

T T T T T TTTTTTTTT

T T T T T T T T T T T T T

T T T T T T

T T T T T T T

T

T

T

T

T

T

T

T

T

Edge of Driving Lane











Edge of Driving LaneEdge of Driving Lane




`

`

`

`

`

` `

`

4" Yellow Barrier Line



4" Yellow Barrier Line4" Yellow Lane Line

4" yellow line

4" White Lane Line

4" White Lane Line

4" White Channel Line

4" White Lane Line

4" White Lane Line

White Raised Pvmt. Mkrs







Yellow Double Raised Pvmt. Mkrs

Yellow Raised Pvmt Mkrs

Yellow Raised Pvmt. Mkrs

Yellow Raised Pvmt. Mkrs

4" White Lane Line

4" White Lane Line

Double Yellow Raised Pvmt. Mkrs

30'

3.33'

3.33'

10'

30'

30'

10'

3.33'

3.33'30'

50'

30'3.33'

3.33'

10'

50'

30' 30'

Varies

30'

10'

3.33'

3.33'

Varies

Continue 10' Spacing

10'

10'

10'

10'

10'

10'

10'

10'

10'

10'10'

10'

10'

10'

10'

TT

major intersections-length variesUse 4" White Channel Line at

use at major intersections-length variesWhite Raised Pvmt. Mkrs channel line,

FIVE LANE ROADWAY WITH MARKED ISLANDS

Raised Pavement Markers

Painted or Tape LinesPainted or Tape Lines

FIVE LANE ROADWAY TWO WAY LEFT TURN


Painted or Tape Lines


TWO-LANE TWO-WAY ROADWAY

Painted or Tape Lines


FOUR LANE ROADWAY

3. Remove raised markers and tape markings after permanent pavement marking is installed.

2. Place short term center line stripe (paint) on top lift to match exact placement of permanent stripe.

with short term no passing zone pavement marking within three days.

passing zone pavement markings, place no passing zone signs. Replace no passing zone signs

1. Place no passing zones on two-lane two-way roadways as shown. In lieu of short term no

NOTES:

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



2930

SHORT-TERM PAVEMENT MARKING

Roger Weigel,

12-1-10

D-762-11

3-29-16(previously was D-762-6)

Re-numbered to be D-762-11

10-17-17 Updated to active voice.

10-17-2017

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