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43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66
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 MAP
Emily Gustafson
RP 42.409
Begin Project
NH-1-006(017)042 24.291 23.860
RP 66.021 to RP 66.452
Exception Area
R 8
1 W
T 1
38 N
R 8
1 W
T 1
37 N
R 8
1 W
T 1
36 N
R 8
1 W
T 1
35 N
RP 66.700
End Project
(not included in project limits)
Bridge #0006-066.735
BISMARCK DISTRICT
Larry J. Gangl
01/02/2018
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
1/2/2018 ekgustafson G:\PROJECT\Emily\Designs\NH-1-006(017)042\001TS_002_TitleSheet.dgn8:45:59 AM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
JOB #
GROSS MILES NET MILES PROJECT NUMBER \ DESCRIPTION
effective on the date the project is advertised.
Department of Transportation and the Supplemental Specifications
2014 Standard Specifications adopted by the North Dakota
GOVERNING SPECIFICATIONS:
11
4683
NH-1-006(017)042
Morton County
Jct ND 21 to Heart River Bridge
NH-1-006(017)042 17415
Mill and RAP HMA
DESIGN DATA
Traffic Average Daily
Current 2016 Pass: 1580 Trucks: 219 Total: 1799
Preventive Maintenance
BISMARCK DISTRICT
Kirk J. Hoff
01/02/2018
Kirk J. Hoff
01/02/2018
8
STATE PROJECT NO. SECTION NO.
SHEETNO.
1/2/2018 2:17:18 PM ekgustafson
ND 2NH-1-006(017)042TABLE OF CONTENTS 1
.. .. ....
Section Page(s) DescriptionPLAN SECTIONS
1 Title Sheet12 Table of Contents16 Notes18 Quantities110 Basis of Estimate120 General Details1 - 330 Typical Sections1 - 3100 Work Zone Traffic Control1 - 2
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-101-32Traffic Control For Coring Of Hot Bituminous PavementD-704-2Contractor Sign DetailD-704-5Breakaway 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-704-22Miscellaneous Sign LayoutsD-704-26Traffic Control Plan For Moving OperationsD-704-27Portable Sign Support AssemblyD-704-50Bituminous LaboratoryD-706-1Rumble Strips Undivided Highways (Shoulders 4' Or Greater)D-760-3Rumble Strips Undivided Highways (Shoulders Less Than 4')D-760-4Pavement MarkingD-762-4Short-Term Pavement MarkingD-762-11
Number DescriptionSPECIAL PROVISIONS
SP 611(14) Flexible Pavement Surface Tolerance
NOTES
1/2/2018 8:51:42 AM G:\PROJECT\Emily\Designs\NH-1-006(017)042\006NT_001_notes.docm
STATE PROJECT NO. SECTION NO.
SHEET NO.
ND NH-1-006(017)042 6 1
This document was originally issued and sealed by
Tyler W. Wollmuth, Registration Number
PE-6080, on 01/02/2018 and the
original document is stored at the North Dakota Department of Transportation.
411-P01 MILLED MATERIAL: Use the milled bituminous material as recycle for “RecycledAsphalt Pavement-Superpave FAA 45”. Excess millings will be stockpiled in the NDDOT Maintenance yard in Flasher, ND and will become the property of the NDDOT.
411-P01 TEMPORARY ASPHALT WEDGES: Place temporary asphalt wedges at milling transitions and bridge ends the same day they are milled. Place a 4 foot long wedge for a 2” milling transition. Do not use milled bituminous material as wedges. Include all costs for placing wedges in the bid price for “Milling Pavement Surface.”
704-P01 TRAFFIC CONTROL FOR BITUMINOUS PAVEMENT: Provide traffic control consisting of a temporary road closure, flagging, and a pilot car.
Traffic Control device quantities are based on a 6 mile limitation and the list below. Provide additional devices at no additional cost to the Department.
1. Standard D-704-15, layout A;2. Standard D-704-20, layout G – see Sec 100 Sheet 2 for locations;3. Standard D-704-22, layouts K and L; and4. Standard D-704-26, layouts CC, EE and GG.
When installing layout G from Standard D-704-20, move sign W3-5-48 and the sign assembly containing signs R2-1-48 and R2-1a-24 with the work area as it progresses through the construction zone. Place the R2-1-48 assembly a minimum of 500 feet in advance of flagging signs.
Place flaggers and traffic control as shown on Standard 704-15, layout A, at the following intersections when the lane closure spans across them:
1. 19th Street SW2. Co Road 136 (St. Anthony)
ESTIMATE OF QUANTITIESSTATE PROJECT NO. SECTION
NO.SHEETNO.
ND 8 NH-1-006(017)042 1
SPEC CODE ITEM DESCRIPTION UNIT MAINLINE TOTAL---- ---- ---------------- ---- ------------ -----
103 0100 CONTRACT BOND L SUM 1 1
302 0120 AGGREGATE BASE COURSE CL 5 TON 15,485 15,485
401 0050 TACK COAT GAL 24,154 24,154
411 0105 MILLING PAVEMENT SURFACE SY 426,312 426,312
430 0145 RAP - SUPERPAVE FAA 45 TON 51,500 51,500
430 1000 CORED SAMPLE EA 276 276
430 5815 PG 58S-34 ASPHALT CEMENT TON 2,318 2,318
702 0100 MOBILIZATION L SUM 1 1
704 0100 FLAGGING MHR 800 800
704 1000 TRAFFIC CONTROL SIGNS UNIT 2,045 2,045
704 1067 TUBULAR MARKERS EA 300 300
704 1185 PILOT CAR HR 400 400
706 0550 BITUMINOUS LABORATORY EA 1 1
706 0600 CONTRACTOR'S LABORATORY EA 1 1
760 0005 RUMBLE STRIPS - ASPHALT SHOULDER MILE 48 48
760 0007 RUMBLE STRIPS - ASPHALT CENTERLINE MILE 24 24
762 0430 SHORT TERM 4IN LINE-TYPE NR LF 110,232 110,232
762 1104 PVMT MK PAINTED 4IN LINE LF 307,077 307,077
ESTIMATE NUMBER: 18184 RUN DATE: 12/28/2017 TIME: 09:43:06
BASIS OF ESTIMATE
1/2/2018 8:52:48 AM G:\PROJECT\Emily\Designs\NH-1-006(017)042\010BE_001_basest.docm
STATE PROJECT NO. SECTION NO.
SHEET NO.
ND NH-1-006(017)042 10 1
This document was originally issued and sealed by
Tyler W. Wollmuth, Registration Number
PE-6080, on 01/02/2018 and the
original document is stored at the North Dakota Department of Transportation.
Permanent Pavement Marking
Mainline Basis Total
Centerline Skips – Pvmt MK Painted 4 IN Line Yellow 1,320 LF/mile 31,494 LF
Centerline Barrier – Pvmt MK Painted 4 IN Line Yellow 990 LF/mile 23,622 LF
Edge Lines – Pvmt MK Painted 4 IN Line White 10,560 LF/mile 251,961 LF
Temporary Pavement Marking
Mainline (2 applications) Basis Total
Centerline Skips – Short Term 4 IN Line – Type NR Yellow 1,320 LF/mile 62,988 LF
Centerline Barrier – Short Term 4 IN Line – Type NR Yellow 990 LF/mile 47,244 LF
Material Unit Width Quantity Total
(ft) per Mile Miles Quantity
1” Milling Pavement Surface – Typical 1 SY 31.85 18,685 0.978 18,274
1” Milling Pavement Surface – Typical 2 SY 28 16,426 9.138 150,017
1” Milling Pavement Surface – Typical 3 & 4 SY 32 18,773 13.744 258,021
Tack Coat @ 0.05 Gal/SY – Typical 1 GAL 31.25 917 0.978 897
Tack Coat @ 0.05 Gal/SY – Typical 2 GAL 27 792 9.138 7,237
Tack Coat @ 0.05 Gal/SY – Typical 3 GAL 36 1,056 10.62 11,215
Tack Coat @ 0.05 Gal/SY – Typical 4 GAL 40 1,173 3.124 3,666
Tack Coat @ 0.05 Gal/SY - Approaches GAL NA NA NA 1139
RAP – Superpave FAA 45 @ 2 Ton/CY – Typical 1 TON 31.25 2,092 0.978 2,046
RAP – Superpave FAA 45 @ 2 Ton/CY – Typical 2 TON 27 1,885 9.138 17,221
RAP – Superpave FAA 45 @ 2 Ton/CY – Typical 3 TON 36 2,135 10.62 22,670
RAP – Superpave FAA 45 @ 2 Ton/CY – Typical 4 TON 40 2,255 3.124 7,045
RAP – Superpave FAA 45 @ 2 Ton /CY - Approaches TON NA NA NA 2,518
PG 58S-34 Asphalt Cement @ 4.5% of 50,103 Tons TON NA NA NA 2,318 Aggregate Base Course Class 5 – Typical 2 only @1.875 Ton / CY TON NA 1,536 9.138 14,037
Aggregate Base Course Class 5 – Approaches @1.875 Ton / CY TON NA NA NA 1,448
Rumble Strips RP 42.409 to RP 66.021
Mainline Unit Basis Total
Edgeline Rumble Strips MILE 1.0 Mile/Shoulder 48
Centerline Rumble Strips MILE 1.0 Mile/ CL 24
HBP Cored Samples A B C D
Specification Section Lanes Lifts Distance (Feet)
Sublots (A × B × C)÷2000
Quantity (D × 2)
Quantity (1 per mile) Unit
430.04 I.2.b(1), "General" 2 1 125,980 126 252 N/A EA
430.04 I.2.b(2), "Pavement Thickness Determination Cores"
N/A 24 EA
Total 252 24 EA
100'
(1) Paved Section Line, County Road, or Street Approach (2) Gravel Section Line, County Road, or Street Approach
TON
ITEM UNIT
Tack Coat GAL
TON
TON
TOTALS
Number of Locations #
Section LineGravel
(1) (2) (3) (4)
N/A N/A
Private DrivePaved
Section LinePaved
Existing R/W
Notes:
BASIS OF ESTIMATE
Aggregate Base Course CL 5
Section A-A
HMA
2" HMAB
B
Mainline Approach
10 13 12
Full Depth
HMA
2" HMA
Mainline Approach
Full Depth Section B-B
Base Course
Aggregate
(see section C-C)
will be required when sloughs are steeper than 4:1
quantities to fill in around the radii. This material
Aggregate base course has been provided in the3.
of the "Estimate of Quantities" of the plans.
Quantity totals have been included in the bid items2.
may vary in the field, as approved by the Engineer.
Actual HMA paving and aggregate base course locations 1.
HMA
Section C-C
Base Course
Aggregatebase course required.
If slough is steeper than 4:1
HMA
C
C
Varies
HMA
0" HMA
Approach
Full DepthSection D-D
(not to scale)
(not to scale)
(not to scale)
(not to scale)
(5) Field Drive Approach
Hwy `
Edge of Pavement
HMA
100'
Existing R/W
*Transition
B
B
C
C
10'
Match Existing
Aggregate Base Course
Hwy `
Edge of Pavement
HMA
100'
Existing R/W B
B
C
C
Match Existing
Aggregate Base Course
(4) Gravel Private Drive Approach
Hwy `
Edge of Pavement
HMA
100'
Existing R/W
D
C
C
(3) Paved Private Drive Approach
Hwy `
Transition*Transition*
D
to 0" HMA
*Transition Full DepthMainline
Match Existing
Aggregate Base Course
Edge of Pavement
Transition*
End Radius
End Radius End RadiusEnd Radius
(5)
Private DriveGravel
Field Drive
to 2" HMA
*Transition Full Depth
to 2" HMA
*Transition Full Depth
100'
Existing R/W
A
A
HMA
C
C
Hwy `
Match Existing
Edge of Pavement
Transition*
End Radius
2" HMA
2 31 5 46
16
36
1.62
12
28 9
0.41
5
23
1.04
23
1.041.26
10 10
45
1448
1139
2518
114PG 58S-34 Asphalt Cement
RAP - Superpave FAA 45
Match existing radius Match existing radiusMatch existing radius
Match existing radiusMatch existing radius
6080
20
Approach Paving Details for
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
1/2/2018 ekgustafson G:\PROJECT\Emily\Designs\NH-1-006(017)042\020GD_001_DApproach_Existing.dgn8:58:05 AM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
Existing Rural Approaches
(No Approach Grading)
NH-1-006(017)042 1
Tyler W. Wollmuth,
01/02/2018
APPROACHES
1/2/2018 8:53:31 AM G:\PROJECT\Emily\Designs\NH-1-006(017)042\020DE_001_approaches.docm
STATE PROJECT NO. SECTION NO.
SHEET NO.
ND NH-1-006(017)042 20 2
This document was originally issued and sealed by
Tyler W. Wollmuth, Registration Number
PE-6080, on 01/02/2018 and the
original document is stored at the North Dakota Department of Transportation.
SECTION LINE PRIVATE DRIVE PRIVATE DRIVE FIELD DRIVE FIELD DRIVERP 44.01 LT & RT RP 43.09 RT RP 56.72 LT RP 43.09 LT RP 53.53 LT & RTRP 45.02 LT & RT RP 43.57 RT RP 57.24 RT RP 43.57 LT RP 53.86 RTRP 46.02 LT & RT RP 44.80 LT RP 57.27 RT RP 44.23 LT RP 54.28 LTRP 47.02 RT RP 44.90 LT RP 57.72 LT RP 44.74 RT RP 54.37 RT RP 48.02 LT & RT RP 45.94 LT RP 58.18 LT & RT RP 44.80 RT RP 54.65 LTRP 49.02 LT & RT RP 46.25 RT RP 58.92 LT RP 45.38 RT RP 55.34 LT & RTRP 50.02 LT & RT RP 47.54 LT & RT RP 59.20 LT RP 45.94 RT RP 56.39 RTRP 51.02 LT & RT RP 48.08 RT RP 59.60 LT RP 46.54 LT & RT RP 56.59 LT & RTRP 52.02 LT & RT RP 48.93 RT RP 60.11 LT RP 46.92 LT RP 56.72 RTRP 53.02 LT & RT RP 48.99 RT RP 60.47 LT & RT RP 47.20 RT RP 57.61 LT & RTRP 54.09 LT & RT RP 50.60 RT RP 60.91 LT &RT RP 48.21 RT RP 59.60 RTRP 55.08 LT RP 51.43 LT RP 61.61 LT RP 48.52 LT & RT RP 60.11 RTRP 57.10 LT & RT RP 51.59 LT RP 61.84 LT RP 48.84 RT RP 61.61 RTRP 58.12 LT & RT RP 51.82 LT RP 62.72 RT RP 49.68 LT RP 62.37 RTRP 59.12 RT RP 52.76 RT RP 63.41 RT RP 50.51 LT RP 64.61 RTRP 61.05 LT RP 54.65 RT RP 64.19 RT RP 50.60 LT RP 65.51 LT & RTRP 62.08 LT & RT RP 54.99 RT RP 64.42 RT RP 51.43 RTRP 63.13 LT & RT RP 55.45 LT RP 64.84 RT RP 51.59 RTRP 64.05 RT RP 55.50 RT RP 66.60 LT & RT RP 51.82 RT
RP 55.67 LT & RT RP 66.60 LT & RT RP 52.53 LT & RTRP 55.87 LT & RT RP 66.67 RT RP 53.21 RT RP 56.13 RT
2"
2"
Milling at Transitions
2"
Milling at Bridge Ends
50'
50'
50'
HMA Paving at Bridge Transitions
Milling Pavement Surface
Milling Pavement Surface
2" FAA Superpave RAP
Existing Bituminous Surface
Concrete Bridge Deck
Concrete Bridge Deck
1"
1"
RP 66.700 Bridge / End Project
RP 66.452
RP 66.021
RP 42.409 Begin Project
Milling Locations
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
1/2/2018 ekgustafson G:\PROJECT\Emily\Designs\NH-1-006(017)042\020GD_003_DMilltrans.dgn8:56:49 AM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
6080
NH-1-006(017)042 320
Tyler W. Wollmuth
Milling and Paving Transitions
Jct ND 21 N to Heart River Bridge
01/02/2018
13.5' 13.5'
12'12'
12'12'
6' 6'
8' 8'
44'
48'
44'
Existing Typical Sections
4.5'6'
44'
13.5' 13.5'
4:1
4:1
4:14:1
4:1
4:1
6:1
6:1
6:1 6:1
6:1
6:1
6:1
6:1
2.1 % slope
2.1 % slope
2.1 % slope
2.1 % slope
2.1 % slope
2.1 % slope
4.2 % slope
4.2 % slope4.2 % slope
4.2 % slope
2.1 % slope 2.1 % slope
2' 2'
4:1
4:1
RP 42.409 to RP 43.387
Curve
Typical 1
RP 43.387 to RP 52.525
Typical 2
RP 52.525 to RP 63.145
Typical 3
RP 66.452 to RP 66.700
RP 63.145 to RP 66.021
Typical 4
1/2/2018 G:\PROJECT\Emily\Designs\NH-1-006(017)042\030TP_001_ExistingTypical.dgn
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
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
6080
030
NH-1-006(017)042 1
Tyler W. Wollmuth,
01/02/2018
4:1
4:1
4:14:1
4:1
4:1
6:1
6:1
6:1 6:1
6:1
6:1
6:1
6:1
32'
32'
Milling
Proposed Typical Sections
4:1
1" Mill (Area 2.6402 SF)
1" Mill (Area= 2.3307 SF)
1" Mill (Area= 2.3307 SF)
28'
31.85'
1" Mill (Area =2.2869 SF)
4:1
RP 42.409 to RP 43.387
Curve
Typical 1
RP 43.387 to RP 52.525
Typical 2
RP 52.525 to RP 63.145
Typical 3
RP 66.452 to RP 66.700
RP 63.145 to RP 66.021
Typical 4
1/2/2018 G:\PROJECT\Emily\Designs\NH-1-006(017)042\030TP_002_ProposedMilling.dgn
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
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
6080
030
NH-1-006(017)042 2
Tyler W. Wollmuth,
01/02/2018
12'12'
12'12'
13.5'
8' 8'
6' 6'
Proposed Typical Sections
2.25'
4:1 4:1
4:1 4:1
4:18.7:1
2.1%
2.1%
2.1%
4.2%
Area = 5.7662 SF
Area = 5.4578 SF
Area = 5.3487 SF
13.5'
1' off CL
paving seam
13.5'13.5'
Area = 4.8183 SF
4.2% 4.2%1' off CL
paving seam
1' off CL
paving seam
1' off CL
paving seam
4.2%
2.1%
2.1%
2.1%
match existing slope
6% 6%
Class 5
Aggregate Shoulder
Class 5
Aggregate Shoulder
Area= 2.2251 SFArea= 1.9643 SF
4.25'
2" RAP - Superpave FAA 45
2" RAP - Superpave FAA 45
2" RAP - Superpave FAA 45
2" RAP - Superpave FAA 45
Note: RP 66.021 to RP 66.452 is an exception as it was overlaid in 2017.
7.5' 7.5'
RP 42.409 to RP 43.387
Curve
Typical 1
RP 52.525 to RP 63.145
Typical 3
RP 43.387 to RP 52.525
Typical 2
RP 66.452 to RP 66.700
RP 63.145 to RP 66.021
Typical 4
1/2/2018 G:\PROJECT\Emily\Designs\NH-1-006(017)042\030TP_003_ProposedTypical.dgn
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
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
6080
030
NH-1-006(017)042 3
Tyler W. Wollmuth,
01/02/2018
SECTION SHEETNO. NO.
100 1
D3-36 36"x6" STREET NAME SIGN (Sign and installation only) 6 48"x48" SHOULDER WORKG20-1-60 60"x24" ROAD WORK NEXT __ MILES 2 34 68 48"x48" RIGHT or LEFT SHOULDER CLOSEDG20-1b-60 60"x24" WORK IN PROGRESS/ NO WORK IN PROGRESS (Sign and installation only) 26 48"x48" RIGHT or LEFT SHOULDER CLOSED AHEAD or __ FT.G20-2-48 48"x24" END ROAD WORK 2 19 38 48"x48" SURVEY CREW AHEADG20-4-36 36"x18" PILOT CAR FOLLOW ME (Mounted to back of pilot car) 2 18 36 48"x48" BRIDGE PAINTING AHEAD or __ FT.G20-10-108 108"x48" CONTRACTOR SIGN 2 64 128 48"x48" MATERIAL ON ROADWAYG20-50a-72 72"x36" ROAD WORK NEXT __ MILES RT & LT ARROWS 15 37 555 48"x48" FRESH OIL LOOSE ROCKG20-52a-72 72"x24" ROAD WORK NEXT __ MILES RT or LT ARROW 2 30 60 24"x24" TAKE TURNS (6" D letters) (Mounted on stop sign post)G20-55-96 96"x48" SPEED LIMIT ENFORCED - MINIMUM FEE $80 WHEN WORKERS PRESENT 4 59 236M1-1-36 36"x36" INTERSTATE ROUTE MARKER (Post and installation only) 10M1-4-24 24"x24" U.S. ROUTE MARKER (Post and installation only) 10M1-5-24 24"x24" STATE ROUTE MARKER (Post and installation only) 10M3-1-24 24"x12" NORTH (Mounted on route marker post) 7M3-2-24 24"x12" EAST (Mounted on route marker post) 7M3-3-24 24"x12" SOUTH (Mounted on route marker post) 7M3-4-24 24"x12" WEST (Mounted on route marker post) 7M4-8-24 24"x12" DETOUR (Mounted on route marker post) 7M4-9-30 30"x24" DETOUR ARROW RIGHT or LEFT/AHD AND RT or LT 15M4-10-48 48"x18" DETOUR 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 32R1-1a-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 __ 6 39 234R2-1a-24 24"x18" MINIMUM FEE $80 (Mounted on Speed Limit post) 4 10 40 SPECIAL SIGNSR3-7-48 48"x48" LEFT or RIGHT LANE MUST TURN LEFT or RIGHT 35R4-1-48 48"x60" DO NOT PASS 39R4-7-48 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 2 35 70W3-5-48 48"x48" SPEED REDUCTION AHEAD 35W4-2-48 48"x48" RIGHT or LEFT LANE TRANSITION SYMBOL 35W5-1-48 48"x48" ROAD NARROWS 35W5-8-48 48"x48" THRU TRAFFIC RIGHT LANE 35W5-9-48 48"x48" ROAD WORK TRAFFIC ONLY DOWN & LT or RT ARROW 35W6-3-48 48"x48" TWO WAY TRAFFIC SYMBOL 35W8-1-48 48"x48" BUMP 2 35 70W8-3-48 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 4 35 140W8-12-48 48"x48" NO CENTER STRIPE 35W8-53-48 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 39W14-3-48 48"x36" NO PASSING ZONE 23W20-1-48 48"x48" ROAD WORK AHEAD or _FT or _ MILE 4 35 140W20-2-48 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 2 35 70W20-7k-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) 12W21-1a-48 48"x48" WORKERS SYMBOL 35W21-2-48 48"x48" FRESH OIL 35W21-3-48 48"x48" ROAD MACHINERY AHEAD or __ FT 35
UNITS SUB
TOTAL
This document wasoriginally issuedand sealed by
Tyler W. Wollmuth,Registration Number
PE-6080,on 1/2/18 and theoriginal document
is stored at the North Dakota Department of Transportation.
110232
Traffic Control Devices List
35
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/
2045
STATE
ND
PROJECT NO.
35
NH-1-006(017)042
UNITS PER
AMOUNT
3511
35
AMOUNT REQUIRED
SIGN SIZE
W21-5-48
DESCRIPTION
353535
UNITS PER
AMOUNT
UNITS SUB
TOTAL
SIGN NUMBER
SIGN NUMBER
SIGN SIZE DESCRIPTION AMOUNT
REQUIRED
W21-5b-48W21-6a-48W21-50-48W21-51-48
W21-5a-48
W22-8-48
EACH
300
EACHEACH
EACH
EACH
EACHEACHEACH
QUANTITY
800
704-1065704-1067704-1070704-1072
704-1087
VERTICAL PANELS - BACK TO BACK
EACHEACHEACH
EACH
EACH
EACHEACH
EACH
704-1044704-1043
ATTENUATION DEVICE-TYPE B-55
FLEXIBLE DELINEATORS
SHORT TERM 4IN LINE - TYPE NRFLASHING BEACON - POST MOUNTED
SFLFEACHEACHLF
EACHLF
SPEC & CODE
DESCRIPTION
FLAGGING704-0100 MHR
704-1000
SPEC & CODE
UNIT
TYPE I BARRICADESTYPE II BARRICADES
SEQUENCING ARROW PANEL - TYPE C - CROSSOVERTYPE B FLASHERSOBLITERATION OF PVMT MKPORTABLE PRECAST CONCRETE MED BARRIERPRECAST CONCRETE MED BARRIER - STATE FURNISHEDRAISED PAVEMENT MARKERSSHORT TERM 4IN LINE - TYPE R
704-1088704-1095704-1500704-3501
TUBULAR MARKERSDELINEATOR
762-0420
704-1060 DELINEATOR DRUMS
SEQUENCING ARROW PANEL - TYPE ASEQUENCING ARROW PANEL - TYPE BSEQUENCING ARROW PANEL - TYPE C
704-1041
TRAFFIC CONES
762-0430772-2110
ATTENUATION DEVICE-TYPE B-65ATTENUATION DEVICE-TYPE B-70
EACH
704-3510762-0200
704-1081704-1085704-1086
704-1050704-1051704-1052 TYPE III BARRICADES
1/2/2018 9:04 AM G:\PROJECT\Emily\Designs\NH-1-006(017)042\100WZ_001_TCDL.xlsm VERSION: 4.4.2008
43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66
NDDOT LOGO
YOUR TOWN, ND
YOUR COMPANY NAME
CONSTRUCTED BY
NDDOT LOGO
YOUR TOWN, ND
YOUR COMPANY NAME
CONSTRUCTED BYEND
ROAD WORK
END
ROAD WORK
ROAD WORK
NEXT MILES00
ROAD WORK
NEXT MILES00
NEXT MILES00
ROAD WORK
NEXT MILES
ROAD WORK
00
NEXT MILES00
NEXT MILES
ROAD WORK
00
NEXT MILES00
NEXT MILES
ROAD WORK
00
NEXT MILES00
NEXT MILES
ROAD WORK
00
NEXT MILES00
NEXT MILES
ROAD WORK
00
NEXT MILES00
NEXT MILES
ROAD WORK
00
NEXT MILES00
SPEED LIMIT ENFORCED
MINIMUM FEE $80WHEN WORKERS PRESENT
SPEED LIMIT ENFORCED
MINIMUM FEE $80WHEN WORKERS PRESENT
G20-10-108
G20-10-108
G20-1a-60
G20-1a-60
G20-55-96
G20-55-96
G20-52aR-72
G20-50a-72
G20-50a-72 G20-50a-72
G20-50a-72G20-50a-72G20-50a-72
G20-2a-48
G20-2a-48
6080
100
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
1/2/2018 ekgustafson G:\PROJECT\Emily\Designs\NH-1-006(017)042\100WZ_002_WZTC.dgn9:06:33 AM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
NH-1-006(017)042 2
Work Zone Traffic Control
Tyler W. Wollmuth
01/02/2018
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
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
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
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
NDDOT ABBREVIATIONS D-101-2
07-01-14
2930
Roger Weigel,
REVISIONS
DATE CHANGE
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
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
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
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
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
NDDOT ABBREVIATIONS D-101-3
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
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
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
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
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
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
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
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
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
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
Corrugated Metal End Section 24 Inch
Corrugated Metal End Section 30 Inch
Corrugated Metal End Section 36 Inch
Corrugated Metal End Section 42 Inch
Corrugated Metal End Section 48 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 Snow Gate 28
Existing Snow Gate 40
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
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
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
Symbols
2930
Roger Weigel,
D-101-30
07-01-14
07/01/14
Existing Light Standard
Existing High Mast Light Standard 10 Luminaire
Existing High Mast Light Standard 3 Luminaire
Existing High Mast Light Standard 4 Luminaire
Existing High Mast Light Standard 5 Luminaire
Existing High Mast Light Standard 6 Luminaire
Existing High Mast Light Standard 7 Luminaire
Existing High Mast Light Standard 8 Luminaire
Existing High Mast Light Standard 9 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
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
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
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
High Mast Light Standard 3 Luminaire
High Mast Light Standard 4 Luminaire
High Mast Light Standard 5 Luminaire
High Mast Light Standard 6 Luminaire
High Mast Light Standard 7 Luminaire
High Mast Light Standard 8 Luminaire
High Mast Light Standard 9 Luminaire
Relocate Light Standard
Overhead Sign Structure Load Center
Light Standard 100 Watt High Pressure Sodium Vapor Luminaire
Light Standard 1000 Watt High Pressure Sodium Vapor Luminaire
Light Standard 150 Watt High Pressure Sodium Vapor Luminaire
Light Standard 175 Watt High Pressure Sodium Vapor Luminaire
Light Standard 200 Watt High Pressure Sodium Vapor Luminaire
Light Standard 250 Watt High Pressure Sodium Vapor Luminaire
Light Standard 310 Watt High Pressure Sodium Vapor Luminaire
Light Standard 35 Watt High Pressure Sodium Vapor Luminaire
Light Standard 400 Watt High Pressure Sodium Vapor Luminaire
Light Standard 50 Watt High Pressure Sodium Vapor Luminaire
Light Standard 70 Watt High Pressure Sodium Vapor Luminaire
Light Standard 700 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
Reinforced Concrete End Section 18 Inch
Reinforced Concrete End Section 24 Inch
Reinforced Concrete End Section 30 Inch
Reinforced Concrete End Section 36 Inch
Reinforced Concrete End Section 42 Inch
Reinforced Concrete End Section 48 Inch
Reinforced Concrete End Section 54 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
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
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
Symbols
2930
Roger Weigel,
07-01-14
07/01/14
D-101-32
AHEAD
WORK
ROAD
Two Lane, Two Way Roadways Multilane Roadways
Typical Protection Vehicle Typical Protection Vehicle
Varies
500'
4'-0" min
500' to 1000'
4'-0" min
Work vehicle
Flashing or rotating beacons
Flagger
Protection vehicle
Flashing or rotating beacons
High intensity flashing lights
Truck mounted attenuator - optional
Flashing or rotating beacons
High intensity flashing lights
High intensity flashing lights
Work vehicle
Flashing or rotating beacons
Protection vehicle
Flashing or rotating beacons
Truck mounted attenuator - optional
Type C - Chevron Mode
Sequencing Arrow Panel
Type C - Chevron Mode
Sequencing Arrow Panel
W20-7-48 W20-1-48
for two lane, two way roadway.
4. Use flagger to protect the work area and warn oncoming traffic
visibility only.
3. Use these layouts during daylight hours and in areas of good
in chevron mode on the shadow vehicle for Multilane Roadway.
on the shadow vehicle. Operate a sequencing arrow panel Type C
2. Display a 360 degree rotating, flashing, oscillating or strobe light
on the working vehicle.
1. Display a 360 degree rotating, flashing, oscillating or strobe light
Notes:
9-27-17 Updated to active voice
9-25-12
TRAFFIC CONTROL FOR CORING OF HOT BITUMINOUS PAVEMENT D-704-2
REVISIONS
DATE CHANGE
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
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
9/27/2017
2930
Roger Weigel,
8.25" 91.5" 8.25"
9'-0"
6.2"
6"D
4.5"
6"D
4.5"
6"D
4'-0"
6.3"
4.5"
4"
Urban - Low Speed (30 mph or less)
(Maintenance and Surveying)
Interstate/4-Lane Divided
(70 mph to 75 mph)
Rural Expressway and Freeway
(55 mph to 60 mph)
Urban Expressway and Freeway
Rural - High Speed (over 50 mph to 65 mph)
Urban - High Speed (over 40 mph to 50 mph)
Urban - Low Speed (over 30 to 40 mph)
min. (ft)
Distance between signs
Advance Warning Sign Spacing (A)
SIGN NUMBER
WIDTH x HEIGHT
BORDER WIDTH
CORNER RADIUS
MOUNTING
BACKGROUND
LEGEND/BORDER
SYMBOL
COLOR:
TYPE:
COLOR:
TYPE:
X Y WID HT ANGLE
LETTER POSITION (X) SIZELENGTH SERIES
24"
STATION(S):G20-10-108
9'-0" x 4'-0"
1.25" (inset 0.75")
3"
Ground
IV Reflective
Fluorescent Orange
Non-Refl
Black
Dimensions are in inches.tenths Letter locations are panel edge to lower left corner
AREA: 36.0 Sq.Ft.
C
19.2
O
24.5
N
30
S
35.1
T
39.7
R
44.3
U
49.4
C
54.8
T
59.7
E
64.3
D
69
73.1
B
79.1
Y
83.7
69.7 D 20006
Y
8.3
O
14.2
U
19.8
R
25.3
29.4
C
35.4
O
40.7
M
46.2
P
52.4
A
56.8
N
62.8
Y
67.8
72.9
N
78.9
A
83.9
M
89.9
E
96
91.5 D 20006
Y
21.7
O
27.6
U
33.2
R
38.7
42.8
T
48.8
O
53.3
W
58.4
N
64.6
,
69.6
70.7
N
76.7
D
82.2
64.6 D 20006
42.1 6.2 24 4 0 NDDOT LOGO
A
150
280
360
720
850
1000
750
B
150
280
360
720
1350
1500
1000
C
150
280
360
720
2200
2640
1500
Road Type
7-18-14 Revise sheeting to type IV
3. Do not place sign in urban areas or within city limits.
required on seal coats or other short duration projects.)
2. Use sign on rural projects with a 30 day or longer duration (not
(G20-2a-48) sign (maximum 2 signs per project.)
A following the End Road Work 211. Post mount sign a distance of
Notes:
9-27-17 Updated to active voice
REVISIONS
DATE CHANGE
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally8-22-12
CONSTRUCTION SIGN DETAIL D-704-5
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.
9-27-17 Updated to active voice
2-28-14
2930
BREAKAWAY SYSTEMS FOR CONSTRUCTION ZONE SIGNS D-704-7
REVISIONS
DATE CHANGE
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
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
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:
9-27-17 Updated to active voice
REVISIONS
DATE CHANGE
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally2-28-14
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
Legend: black (non-refl)
"4124"16
324 24"
"433
"214
"433
6"C
6"C
60"
"211R
"83
"85
19"19"
G20-1-60
Background: orange
Legend: black (non-refl)
24"
"433
"214
"433
6"C
6"C
60"
"85
"83
"211R
"161515"16
1515
G20-1b-60
Background: orange
Legend: black (non-refl)
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
Legend: black (non-refl)
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
Legend: black (non-refl)
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
Legend: black (non-refl)
"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
Legend: black (non-refl)
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
Legend: black (non-refl)
M4-8-36
Background: green (orange optional)
Legend: white
30"
REVISIONS
DATE CHANGE
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally8-13-13
2930
CONSTRUCTION SIGN DETAILS D-704-9TERMINAL AND GUIDE SIGNS
Roger Weigel,
8/17/17
Background: white
Legend: black (non-refl)
18"18"
19"19"
48"
30"
"21
"43
5"
4"
5"
Background: white
Legend: black (non-refl)
R11-2a-48
Background: white
Legend: black (non-refl)
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
Legend: black (non-refl)
60"
1"3"
"2122 "16
524
"43
"21
"871R
3""815
R11-3c-60
Background: white
Legend: black (non-refl)
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
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally8-13-13
D-704-10
2930
CONSTRUCTION SIGN DETAILS
REGULATORY SIGNS
Roger Weigel,
8/17/17
8-17-17 Revised sign number
Background: orange
Legend: black (non-refl)
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
Legend: black (non-refl)
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
Legend: black (non-refl)
"213
"8112"16
312
"16151112"
"871314"
Background: orange
Legend: black (non-refl)
48"
"4116"4
116
"4121"4
121
7"C
7"C
4"
"43
"411
3"R
48"
"214
W20-51-48
Background: orange
Legend: black (non-refl)
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
Legend: black (non-refl)
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
Legend: black (non-refl)
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
Legend: black (non-refl)
"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
Legend: black (non-refl)
"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
Legend: black (non-refl)
"16151112"
"16515"8
315
"43
"411
W8-55-48
Background: orange
Legend: black (non-refl)
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
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally8-13-13
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 retroreflective
Orange
White retroreflective
Orange
band (night use)
White retroreflective
band (night use)
Orange retroreflective
band (night use)
White retroreflective
White retroreflectorized
Orange retroreflectorized
White retroreflectorized
Orange retroreflectorized
band (night use)
White retroreflective
band (night use)
Orange retroreflective
Orange retroreflectorized
White retroreflectorized
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
White retroreflective
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 -
Galv steel perforated tube
" x 5'-0"81" x 2
1" x 1211
Upright
Galv steel perforated tube
" x 14 gauge x 5'-0"43" x 14
31
Skid
"4110
"4116
"| x 5" bolt83rail with
Attach to upright and
Horizontal brace
Galv steel perforated tube
" X 12 gauge43" x 14
31
Sleeve
Galv steel perforated tube
" x 12 gauge21" x 12
11
Upright
Galv steel perforated tube
" 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
Orange retroreflective
White retroreflective
6"
6"
45°
Orange
(min weight 30 lbs)
Molded rubber base
" | x 3" anchor83
NOTES)
(see INSTALLATION
Galvanized steel anchor
holeInstallation
4'-0"
2'-6"
5'-0"
2'-6"
8" min
Symmetrical
0.812"
0.24"
9"
0.094"
0.625"R
0.12"R
0.25"R
BARRICADE BLADE DETAIL
4" 4"
2"
6"
1"
1"
8"
3"
"83R
"21R
"| (typ)41
"| (typ)41
2"
SECTION VIEW
" min1611
One Direction Bi-Directional
" Fastener163
2" min
MOUNTING DETAIL
DELINEATORS
ELEVATION
4'
REFLECTOR DETAIL
Roadway surface
24"
2' to 8'
TYPE I BARRICADE TYPE II BARRICADE TYPE III BARRICADE
BARRICADE RAIL DETAILS
6'-0" (A)
assembly.
barricade
use with this
acceptable for
type of rail
This is the only NOTE:
8'-0" (6'-0" may be used without sign)
2.0 lb/ft max)(1.12 lb/ft min to Steel u-channel
(when applicable)
sign panel
0.100" Aluminum
(when applicable)
sign panel
0.080" Aluminum
"812'-5
"812'-5
With Sign
Without Sign 4 - 25 lb sandbags
6 - 25 lb sandbags
(see Table)
Ballast
(For each side of barricade support)
MINIMUM BALLAST
than 36", use a rail stripe width of 4".
area facing vehicular traffic. When the barricade length is less
with a minimum of 270 square inches of visible retroreflective
to pass. Place retroreflective sheeting on both sides of the rails
retroreflective stripes, sloping downward in the direction traffic is
For barricade markings use alternating orange and white NOTE:
barricade rail past the uprights.
extend no more than 1'-0" of the
rails: 1) use no sign panel, and 2)
Limitations when using 8'-0" barricade (A)
fastening device
sleeves - use no bolt or
Uprights slide inside
barricade rail
square washer on back side of
" x 1" hex head bolts with a 165with
Attach sign panel to top barricade rail
near the ends of the skids.
of 55 MPH. Sandbags assumed to be placed at or
Note: Number of sandbags based on a wind speed
Remove butyl as close as possible to pavement surface.
In lieu of bolted down base, use an 8" x 8" butyl pad or hot melt butyl. 3.
to bond to pavement surface.
For removal, remove anchors and fill installation hole with an epoxy designed 2.
specifications.
Drill installation holes to diameter and depth required by manufacturer's 1.
INSTALLATION NOTES:
top of drum.
not allow collection of debris. Do not place ballast on the
drum ribs or indentations. Use closed top drums that will
orange and white stripes. Avoid placement of stripes on
3" nonretroreflectorized spaces between the horizontal
the top stripe being orange for each drum. Do not exceed
Use a minimum of two orange and two white stripes with
white retroreflective stripes 4" to 6" wide for drum markings.
Provide horizontal, circumferential, alternating orange and
orange and white stripes.
Use maximum 3" nonretroreflectorized space between the
stripes for each cone with the top stripe being orange.
stripes. Use a minimum of two orange and two white
height by alternating orange and white retroreflective
Provide retroreflectorization of cones more than 36" in
white stripes with the top stripe being orange.
42" in height by alternating four 4" to 6" wide orange and
Provide retroreflectorization of tubular markers more than
bolts
uprights with 2" corner
Attach barricade rails to
stripe width of 6 inches.
material on the vertical panel is 36 inches or more, use a
Where the height of the retroreflective vehicular traffic.
minimum of 270 square inches of retroreflective area facing
Place retroreflective sheeting on both sides of panel with a
sloping downward in direction vehicular traffic is to pass.
Provide alternating orange and white retroreflective stripes,
9-27-17 Updated to active voice
10-3-13
D-704-13
2930
BARRICADE AND CHANNELIZING DEVICE DETAILS
REVISIONS
DATE CHANGE
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
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
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
(secondary sign)Vertical clearance
(main sign)Vertical clearance
(main sign)Vertical clearance
W13-1P-30
(main sign)Vertical clearance (main sign)
Vertical clearance
(main sign)Vertical clearance
(main sign)Vertical clearance
(main sign)Vertical clearance
(main sign)Vertical clearance
(secondary sign)Vertical clearance
(main sign)Vertical clearance
(secondary sign)Vertical clearance (main sign)
Vertical clearance
(secondary sign)Vertical clearance
3"
24"
6"4"
20"
20"
4"
20"
20"
18"
(main sign)Vertical clearance
(main sign)Vertical clearance
(main sign)Vertical clearance
(main sign)Vertical clearance
(main sign)Vertical clearance
(main sign)Vertical clearance
(main sign)Vertical clearance
48"
24"
(main sign)Vertical clearance
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
Steel perforated tube
" x 12 gauge21" x 22
12
Sleeve
Steel perforated tube
" x 12 gauge21" x 22
12
Skid
Steel perforated tube
" x 12 gauge43" x 14
31
Sleeve
Steel perforated tube
" x 12 gauge43" x 14
31
Skid
Steel perforated tube
" x 12 gauge43" x 14
31
Upright
(For each side of sign support base)
MINIMUM BALLAST
78" max
12" min
32"
Steel perforated tube
" 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
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
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
11-14-13 Revised Note 6.
9-27-17 Updated to active voice
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
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
SPEED LIMIT ENFORCED
MINIMUM FEE $80WHEN WORKERS PRESENT
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
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally9-27-13
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
SPEED LIMIT ENFORCED
MINIMUM FEE $80WHEN WORKERS PRESENT
SPEED LIMIT ENFORCED
MINIMUM FEE $80WHEN WORKERS PRESENT
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
ADVANCE WARNING SIGN SPACING
Road Type Min. (ft)
Distance Between Signs
A B C
150 150 150
280 280 280
360 360 360
720 720 720
850 1350 2200
1000 1500 2640
750 1000 1500
Urban - Low Speed (30 mph or less)
Urban - Low Speed (over 30 to 40 mph)
Urban - High Speed (over 40 mph to 50 mph)
Rural - High Speed (over 50 mph to 65 mph)
(55 mph to 60 mph)
Urban Expressway and Freeway
(70 mph to 75 mph)
Rural Expressway and Freeway
(Maintenance and Surveying)
Interstate/4-Lane Divided
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
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally9-27-13
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
SPEED LIMIT ENFORCED
MINIMUM FEE $80WHEN WORKERS PRESENT
ROAD WORK
NEXT MILES00
WORK
IN PROGRESS
IN PROGRESS
NO WORK
END
ROAD WORK
NEXT MILES
ROAD WORK
00
NEXT MILES00
ROAD WORK
BE
PREPARED
TO STOP
SPEED
XXLIMIT
SPEEDLIMIT
XX
BE
PREPARED
TO STOP
SPEED
XXLIMIT
SPEEDLIMIT
XX
BE
PREPARED
TO STOP
SPEED
XXLIMIT
SPEEDLIMIT
XX
BE
PREPARED
TO STOP
SPEEDLIMIT
XXSPEED
XXLIMIT
M.P.H.
XX
SPEED
XXLIMIT
M.P.H.
XX
M.P.H.
XX
Urban - Low Speed (30 mph or less)
Road Type
ADVANCE WARNING SIGN SPACING
Min. (ft)
Distance Between Signs
A B C
150 150 150
280 280 280
360 360 360
720 720 720
850 1350 2200
1000 1500 2640
750 1000 1500
Urban - Low Speed (over 30 to 40mph)
Urban - High Speed (over 40 mph to 50 mph)
Rural - High Speed (over 50 mph to 65 mph)
(55 mph to 60 mph)
Urban Expressway and Freeway
(70 mph to 75 mph)
Rural Expressway and Freeway
(Maintenance and Surveying)
Interstate/4-Lane Divided
KEY
Sign
Work area
Flagger
approach
Truck
approach
Truck
crossing
Truck
C
C
C
500' Min 500' Min 300' MinA
A
100 Ft
50 to 100 Ft
50 to1/2 B 1/2 B 1/2 C
1/2 B1/2 B1/2 C
1/2 B 1/2 C 1/2 C1/2 A 1/2 A
1/2 A1/2 A1/2 B1/2 C1/2 C
Portable
R2-1-36Portable
W3-4-48Portable
W3-5-48
Portable
R2-1-36
Portable
W3-4-48Portable
W3-5-48
Portable
R2-1-36Portable
W3-4-48Portable
W3-5-48
or
Barricade mounted
W1-6(L)-48
Post mounted
W8-54-48
(see note #9)
Post mounted
R1-1-48
(see note #9)
Post mounted
R1-1-48
Post mounted
W8-54-48
or
Barricade mounted
W1-6(R)-48
Portable
R2-1-36
Portable
W3-4-48
Portable
W3-5-48
Post mounted
G20-52a-72
Post mounted
G20-2-48
(see note #9)
Post mounted
R1-1-48
Post mounted
G20-55-96(see note #3)
R2-1-48
Post mounted
(see note #8)
G20-1b-60
G20-1-60
Post mounted
G20-52a-72
(see note #9)
Post mounted
R1-1-48
Post mounted
W8-55-48
Post mounted
W8-55-48
C
barricade
Type III
Portable
W20-7-48
need for flagman depending upon location and condition of detour.
Remove signs when detour is removed. Engineer may eliminate
Temporary detour for culvert installation within major work areas.
Cover signs or take down at night.
Heavy truck traffic onto through highway.
Cover signs or take down at night.
Trucks crossing through highway.
Maintain one-way traffic through work area within major work area.
Temporary half-roadway construction for two-lane highway.
conjunction with other standards
T-Intersection location used in
Portable
W20-7-48
Portable
W20-7-48
Portable
W20-7-48
Post mounted
W1-3(L)-48Post mounted
W1-4(L)-48
Post mounted
W1-3(R)-48Post mounted
W1-3(R)-48
Recommend using 40 mph speed limit in vicinity of workers, unless location and conditions dictate otherwise.11.
Sign G20-55-96 is not required if layout is part of other traffic control or if work is less than 15 days.10.
If existing stop sign is in place, a 48" stop sign is not required. 9.
Install sign G20-1b-60 when work is suspended for winter. 8.
Standard Specifications.As an option, use portable sign supports in lieu of post mounted signs in accordance with NDDOT 7.
Covered (when approved by engineer) or obliterated pavement marking measured as Obliteration of Pavement Marking. 6.
Cover existing speed limit signs within a reduced speed zone. 5.
and at such a distance above the edge that the flag does not touch the sign when limp.
Install flags on warning signs in urban areas when signs are not portable. Mount 24 inch square flags perpendicular to the edges of the sign, 4.
B. 21second speed limit sign with the desired speed reduction (not to exceed 30 mph.) Place the second speed limit sign at
Determine the reduced speed limit based on the in-place speed limit before construction. Where speed reductions exceed 30 mph, install a 3.
Where necessary, safe speed to be determined by the Engineer. 2.
Place barricades on a moveable assemblies and signs on portable assemblies when located on roadway. 1.
Notes
(see note #2)
W13-1P-30
(see note #2)
W13-1P-30
(see note #2)
W13-1P-30
(see note #2)
W13-1P-30
REVISIONS
DATE CHANGE
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally9-27-13
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
BE
PREPARED
TO STOP
SHOULDER
DROP-OFF
SHOULDER
WORK
FRESH
OIL
NARROWS
ROAD
UNEVEN
LANES
BUMP
BUMP
MACHINERY
ROAD
XXX FT
MACHINERY
ROAD
XXX FT
MINIMUM
FEE
$80
SPEED LIMIT ENFORCED
MINIMUM FEE $80WHEN WORKERS PRESENT
NEXT MILES00
PAVEMENT
BREAKS
XXX
FEET
BE
PREPARED
TO STOP
PASS
NOT
DO
BUMP
SPEEDLIMIT
XX
SPEED
XXLIMIT
SPEEDLIMIT
XX
SPEEDLIMIT
XX SPEED
XXLIMIT
SPEED
XXLIMIT
SPEED
XXLIMIT
SPEED
XXLIMIT
ADVANCE WARNING SIGN SPACING
Road Type Min. (ft)
Distance Between Signs
A B C
Urban - Low Speed (30 mph or less) 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)
Urban - High Speed (over 40 mph to 50 mph)
(55 mph to 60 mph)
Urban Expressway and Freeway
Rural - High Speed (over 50 mph to 65 mph)
(70 mph to 75 mph)
Rural Expressway and Freeway
(Maintenance and Surveying)
Interstate/4-Lane Divided
KEY
Sign ConesFlagger
TYPE YTYPE AA
TYPE BB TYPE CC TYPE DD TYPE GGTYPE EE TYPE FF
TYPE Z
Work
Shoulder
or
Shoulder
Low
Oil
Fresh
Road
Narrow
road
Haul
Post mounted
W21-3-48Post mounted
W21-3-48
Post mounted
W3-4-48
(see note #2)
Post mounted
R2-1-48
(see note #1)
Post mounted
R2-1-48
Portable
W21-6a-48
Portable
W21-5-48
or
Portable
W8-9a-48
Portable
W21-2-48
Post mounted
W5-1-48
Post mounted
G20-55-96
Post mounted
Control Device
Other
Post mounted
W3-5-48
(see note #2)
R2-1-48
Portable
W8-11-48
Portable
W8-1-48
Post mounted
W8-1-48
Post mounted
W8-3-48
C
A A
A
A
A
B
B21
B21
B21
30' max A21 A2
1 B21
Longitudinal Buffer Space
(mph)
*Speed
Min (feet)
Length
20
25
30
35
40
4550
55
60
65
70
75
115
155
200
250
305
360425
495
570
645
730
820
operating speed in mph.
speed prior to work starting, or the anticipated
Posted speed, off-peak 85th percentile *
TYPE JJ
W21-52-48
A
A21
TYPE KK
Portable
G20-4b-36
Stop Sign
W20-7-48
B 21 C2
1 C
Portable
W3-5-48
Portable
W3-4-48
1/2 C 1/2 B 1/2 B
Portable
R2-1-36
ABuffer SpaceLongitudinal 2S Ft + A +1/2B
Flagger
S = Numerical value of speed limit or 85th percentile.
1/2 A
1/2 A
1/2 A
Portable
W8-1-48
(if needed)
Post mounted
Blank Sign
18" X 18" Orange
Post mounted
W20-52P-54
Portable
R4-1-36
Portable
W20-7-48Portable
R2-1-36Post mounted
W3-5-48
exists between lanes
Where elevation difference
Where speed zone is needed
where sign conditions exist
Within major work area Where sign conditions exist Where sign conditions existWhere sign conditions exist Where sign conditions exist
and remove when not applicable.
Install signs when conditions exist
For break in pavement.
within pilot car control area
At major intersections
highway outside major work area.
Where haul road crosses
Where survey crew is used
Post mounted
W16-2P-30
Post mounted
R2-1aP-24
Recommend 40 mph speed limit in vicinity of workers, unless location and conditions dictate otherwise.8.
car control area.
When pilot car operation is used, place sign G20-4b-36 "Wait For Pilot Car" at major intersections within pilot 7.
15 days.
Sign G20-55-96 is not required if this standard is part of other traffic control layouts, or work is less than 6.
Specifications.
As an option, use portable sign supports in lieu of post mounted signs in accordance with NDDOT Standard 5.
Cover existing speed limit signs within reduced speed zones.4.
the sign when limp.
perpendicular to the edges of the sign, and at such a distance above the edge that the flag does not touch
Install flags on warning signs in urban areas when signs are not portable. Mount 24 inch square flags 3.
B. 21Place the second speed limit sign at
exceed 30 mph, install a second speed limit sign with the desired speed reduction (not to exceed 30 mph.)
Determine reduced speed limit based on in-place speed limit before construction. Where speed reductions 2.
Re-establish speed limit. Determine exact speed limit in the field, dependent on location and conditions. 1.
Notes
REVISIONS
DATE CHANGE
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally9-27-13
D-704-26
08/17/17
2930
MISCELLANEOUS SIGN LAYOUTS
Roger Weigel8-17-17
notes & sign numbers
Added speed limit signs. Updated
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
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
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
6-18-14
9-27-17 Updated to active voice
09/27/2017
REVISIONS
DATE CHANGE
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
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
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
DESK
8,000 BTU
(110 VOLT)
AIR CONDITIONER
UNDER
DRAWERS
SOLID DOOR
B
A
14,000 BTU
(110 VOLT)
AIR CONDITIONER
PARTITION
CEILING
COUNTER TO
SECTION A - A
SECTION B - B
PLAN
SHAKER AREA EQUIPMENT AREA
RECEPTACLES
ALL COUNTERS 36" HIGH, A MINIMUM OF 24" DEEP, AND OPEN UNDERNEATH.
FRESH AIR VENT
TABLESTOVE
GAS
SHELF
COUNTER
DRAIN400 CFM FAN
A
B
DOUBLE SINK
SHELF
COUNTER
28" DOOR
WINDOW
FURNACECLOSET DESK
CABINET
COUNTER
COUNTER
SHELF
DESK
SHELF
SOLID DOOR
AIR CONDITIONER
RECEPTACLES
12' 3"
40'
8'4'6'-6"
18' 9"9'
DOOR
SOLID VENT
FRESH AIR
2' 2' 4' 3'6"
DOOR
SOLID
3' 5' 3'
7'
8'
7.5'
a minimum of four feet apart.
for air conditioners. Space convenience outlets in counter areas
10. Electrical service entrance wired for 100 amps and separate circuits
9. The steel cable tie downs and ground anchors at each corner of the lab.
to prevent the transmission of heat and noise.
8. A wall between the office and the work area properly insulated
withstand the intense use in service.
7. Heavy duty type locks, latches, and hinges for doors made to
capacity pressure tank on the pump.
6. A water supply tank with a capacity of 500 gallons and a 20 gallon
a minimum clearance of 36" above the table.
5. 24" x 48" table capable of holding a 200 lb masonry saw with
4. Fresh air vent hinged to open or close manually.
3. An exhaust fan capable of removing inside air at a rate of 400 CFM.
inch.21 of copper or plastic and a diameter of
a minimum of 16"x14"x10" deep. Provide water service lines made
2. Double compartment stainless steel sink, with each compartment
1. A 1'x1' shelf at 36" above the regular countertop.
Provide a laboratory with the following:
REVISIONS
DATE CHANGE
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
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
01/11/16
2930
D-706-1
10-03-13
Roger Weigel
BITUMINOUS LABORATORY
07-30-14
revised notes.
Changed standard's title and
01-11-16 Revised notes.
REVISIONS
DATE CHANGE
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
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
2930
D-760-3
R=12"
�" Min. to �" Max.
7"–�"
7"–�"
12"
Transverse Joint
12" 12"
12’
12’
12"12"
UNDIVIDED HIGHWAYS (SHOULDERS 4’ OR GREATER)
12"
12"
12"
12"
7"–�"
‘ ‘
Driving Lane
Rumble Strip
Centerline
Driving Lane
Shoulder
LaneDriving
Rumble Strip
Shoulder
See Inset C
12-29-09
4" Edgeline
Rumble Strip
Shoulder
Rumble Strip
Shoulder
40’
Shoulder 4’ or Greater
RUMBLE STRIPS
Radius
Radius
100’
100’
Field DriveStripsRumble
Rumble Strip
Centerline
Barrier or Skip Stripe
10’
6"
10’
10’ 40’ 10’ 12"
Shoulder 4’ or Greater
6"
Inset BSee
Inset BSee
36"
Approach, or Private Drive
Highway, Section Line,
Paved or Gravel
Roger Weigel,
9/8/11
100’
Radius
100’
100’
Taper
StripsRumble
StripsRumble
and after a paved or gravel highway, section line, approach, or private drive.
lanes, 100’ before left turn lane tapers and median islands, and 100’ before
2) Discontinue centerline rumble strips through the entire length of left turn
gravel highway, section line, approach, or private drive.
lanes, 100’ before right turn lane tapers, and at the radius of a paved or
1) Discontinue shoulder rumble strips through the entire length of right turn
NOTES:
Revised Notes and D-760-3.9-8-11
Turn Lane (Right & Left).
Revised Note 5, Note 6, and4-19-10
Note 4 was added.2-25-10
Profile of Rumble Strips - Bituminous and PCC Pavements
Inset B - Shoulder Rumble Strip
Undivided Highways (Shoulders 4’ or Greater)
Discontinue rumble strip approx. 12" on both sides of PCC transverse jointEntrance Roadways
Inset C - Centerline Rumble Strip
Turn Lane
(Right & Left)
R=12"
�" Min. to �" Max.
12" 12"
12’
12’
12"12"
12"
7"–�"
7"–�"
12"
11’ - 7"
11’ - 7"
Shoulder
LaneDriving
Rumble Strip
Edgeline
Driving Lane
Rumble Strip
Centerline
Driving Lane
Rumble Strip
Edgeline
‘‘
See Inset C
Rumble Strip
Centerline
Barrier or Skip Stripe
4" Edgeline
See Inset A
12"
7"–�"
36"
Transverse Joint
Rumble Strip
Edgeline
See Inset A
40’
Radius
Radius
100’
100’
Field DriveStripsRumble
10’ 10’
10’ 40’ 10’
Approach, or Private Drive
Highway, Section Line,
Paved or Gravel
100’
Radius
100’
100’
Taper
StripsRumble
StripsRumble
gravel highway, section line, approach, or private drive.
100’ before left turn lane tapers and median islands, 100’ before and after a paved or
2) Discontinue centerline rumble strips through the entire length of left turn lanes,
section line, approach, or private drive.
100’ before right turn lane tapers, and at the radius of a paved or gravel highway,
1) Discontinue edgeline rumble strips through the entire length of right turn lanes,
NOTES:(2’ to < 4’)
Shoulder Varies
(2’ to < 4’)
Shoulder Varies
8"
8"
12"
7"–�"
7"–�"
12"
Driving Lane
Rumble Strip
Centerline
Driving LaneRumble Strip
Edgeline
‘‘
See Inset C
See Inset A
12"
7"–�"
36"
Rumble Strip
Edgeline
See Inset A
40’10’ 10’
10’ 40’ 10’
6"
6"
6"
11’ - 7" or less
11’ - 7" or less
(Less than 2’)
Shoulder Varies
(Less than 2’)
Shoulder Varies
8"
12’ or less
12’ or less
Profile of Rumble Strips - Bituminous and PCC Pavements
Inset A - Edgeline Rumble Strip Inset C - Centerline Rumble Strip
Discontinue rumble strip approx. 12" on both sides of PCC transverse joint
Entrance Roadways
Turn Lane
(Right & Left)
Undivided Highways (12’ Driving Lanes & Shoulders 2’ to < 4’)
Undivided Highways (12’ Driving Lanes or less & Shoulders Less than 2’)
REVISIONS
DATE CHANGE
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
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
2930
D-760-4UNDIVIDED HIGHWAYS (SHOULDERS LESS THAN 4’)
12-29-09
RUMBLE STRIPS
Roger Weigel,
1/26/12
Note 4 was added.2-25-10
Turn Lane (Right & Left).
Revised Note 5, Note 6, and4-19-10
Revised Notes and D-760-4.9-8-11
strip widths and dimensions.Revised details for rumble1-26-12
` 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
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
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
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 TT 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 TT 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 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 Lane
Edge of Driving Lane
Edge of Driving Lane
Edge of Driving Lane
Edge of Driving Lane
Edge of Driving Lane
Edge of Driving Lane
Edge of Driving Lane
Edge of Driving Lane
Edge of Driving Lane
Edge of Driving LaneEdge of Driving Lane
Edge of Driving Lane
Edge of Driving Lane
Edge of Driving Lane
`
`
`
`
`
` `
`
4" Yellow Barrier Line
4" Yellow Barrier Line
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
White Raised Pvmt. Mkrs
White Raised Pvmt. Mkrs
White Raised Pvmt. Mkrs
White Raised Pvmt. Mkrs
White Raised Pvmt. Mkrs
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
Raised Pavement Markers
Painted or Tape Lines
Raised Pavement Markers
TWO-LANE TWO-WAY ROADWAY
Painted or Tape Lines
Raised Pavement Markers
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
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
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
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