Upload
others
View
0
Download
0
Embed Size (px)
Citation preview
3
3
1717
281
281
RP 37.160
Cando Airport
Pierce Towner
Pierce Towner
T158R066
T158R073
Sta 0+00
RP 0.000
Begin Project
Sta 2030+74
RP 38.476
End Project
38.476 38.476H-3-017(037)000/ PM Chip Seal
GRAND
FORKS
GO
LD
EN
VA
LLE
Y
CASS
RIC
HLA
ND
RANSOM
SARGENTDICKEY
LA MOURE
BARNES
KIDDER
LOGAN
MC IN
TOSH
BU
RLEIG
H
MORTON
GRANT
SIOUXADAMS
HETTINGER
SLOPE
BOWMAN EM
MO
NS
OLIVER
MERCER
STARKBIL
LIN
GS
DUNN
MC KENZIE
MC LEAN
SHERID
AN
WELLS
EDDY
FOSTER
GRIG
GS
STEELE
TRAILL
DIVIDE
WILLIAMS
BURKE
MO
UNTR
AIL
RE
NVIL
LE
WARD
MC H
EN
RY
BOTTINEAU
ROLLE
TTE
TO
WNER
CAVALIER
RA
MSEY
WALSH
PE
MBIN
A
NELS
ONBENSONP
IER
CE
STUTSMAN
STATE COUNTY MAPDESIGNER
DEVILS LAKE DISTRICT
ND DEPARTMENT OF TRANSPORTATION
DESIGNER
DESIGNER
JASON HUNTER
Wyatt Hanson 10/22/2020
11H-3-017(037)000
6240
23050
Pierce/Towner
ND 17: Jct ND 3 to Jct US 281
PM Chip Seal
H-3-017(037)000
DESIGN DATA
Traffic Average Daily
Current 2019 Pass: 274 Trucks: 76 Total: 350
Preventive Maintenance
Christopher K. Beggs
10/22/2020
STATE PROJECT NO.
ND
PCNNO.
SHEET
NO.
SECTION
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
10/23/2020 jthunter F:\DVLSLAKE\CONST\DISTRICT DESIGNS\Projects 2020-2021\2021 chip seals\ND 17 - 00 H-3-017(037)000 PCN 23050\Design\001TS_001_TITLE.dgn9:41:58 AM
JOB # 10
NDDOT DEVILS LAKE DISTRICT
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
GOVERNING SPECIFICATIONS
10/1/2020
Supplemental Specifications
Standard Specifications
Department of Transportation
by the North Dakota
Date Published and Adopted
NONE
GROSS MILES NET MILES PROJECT NUMBER \ DESCRIPTION
STATE PROJECT NO.SECTION
NO.SHEET
NO.
10/20/2020 9:54:13 AM jthunter
ND 2
H-3-017(037)000TABLE OF CONTENTS 1
.. .. ....
Section Page(s) Description
PLAN SECTIONS
1 Title Sheet1
2 Table of Contents1
4 Scope of Work1
6 Notes1-2
8 Quantities1
10 Basis of Estimate1
20 General Details1
30 Typical Sections1-2
100 Work Zone Traffic Control1-3
Number Description
LIST OF STANDARD DRAWINGS
NDDOT AbbreviationsD-101-1, 2,3
NDDOT Utility Company and Organization AbbreviationsD-101-10
Line StylesD-101-20, 21
SymbolsD-101-30, 31,32
Lane Markers (Spotting Tab For Seal Projects Only)D-704-3
Breakaway Systems For Construction Zone Signs - Perforated TubeD-704-7
Breakaway Systems For Construction Zone Signs - U-Channel PostD-704-8
Construction Sign Details - Terminal And Guide SignsD-704-9
Construction Sign Details - Regulatory SignsD-704-10
Construction Sign Details - Warning SignsD-704-11, 11A
Barricade And Channelizing Device DetailsD-704-13
Construction Sign Punching And Mounting DetailsD-704-14
Road Closure LayoutsD-704-15
Terminal And Seal Coat Sign LayoutsD-704-20
Construction Truck And Temporary Detour LayoutsD-704-22
Miscellaneous Sign LayoutsD-704-26
Mobile Operation (Pavement Marking)D-704-27
Portable Sign Support AssemblyD-704-50
Pavement Marking Message DetailsD-762-1
Pavement MarkingD-762-4
Short-Term Pavement MarkingD-762-11
3
3
1717
281
281
RP 37.160
Cando Airport
Pierce Towner
Pierce Towner
T158R066
T158R073
Wolford
Cando
Preventative Maintanence Chip Seal
Sta 0+00
RP 0.000
Begin Project
Sta 2030+74
RP 38.476
End Project
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
10/23/2020 jthunter F:\DVLSLAKE\CONST\DISTRICT DESIGNS\Projects 2020-2021\2021 chip seals\ND 17 - 00 H-3-017(037)000 PCN 23050\Design\004SW_001_Scope.dgn9:46:23 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
8780
H-3-017(037)000
4 1
Scope of Work
Darin Lindblom
10/22/2020
NOTES
10/23/2020 9:48:04 AM F:\DVLSLAKE\CONST\DISTRICT DESIGNS\Projects 2020-2021\2021 chip seals\ND 17 - 00 H-3-017(037)000 PCN 23050\Design\006NT_001_notes.docm
STATE PROJECT NO. SECTION
NO. SHEET
NO.
ND H-3-017(037)000 6 1
This document was originally issued and sealed by
Darin Lindblom, Registration Number
PE-8780, on 10/22/2020 and the
original document is stored at the North Dakota Department of Transportation.
107-P01 HEIGHT RESTRICTION FOR CONSTRUCITON EQUIPMENT: Between RP 37.000 to RP 37.300, restrict all construction vehicle heights to 17 feet or less due to the Cando Airport. Equipment height will be measured from the centerline of the finished roadway and will include the extended box height of dump trucks and dump trailers.
401-P01 FOG SEAL: Apply fog seal immediately after performing final brooming. Use CSS1H
Emulsified Asphalt at a residual rate of 0.05 Gal/SY for fog sealing. 420-P01 SEAL COAT: Seal shoulders before sweeping the excess chips from the adjacent lane. 420-P02 SEAL COAT: The Engineer will collect and test three samples for each lot of material. A
lot is defined as 100,000 SY @ 24 Lbs/SY of Cover Cater Material CL 41. If the final lot is less than 100,000 SY and greater than 50,000 SY, the Engineer will sample it as a separate lot.
The Engineer will collect and test each lot with two samples from the stockpile, and one
sample from the roadway material. Collect and test samples from the stockpile before the job starts. If the average of the three samples does not meet the gradation specified, the Engineer will either reduce the contractor unit price, as specified in Section 420.06, “Basis of Payment; or reject the material. Do not incorporate the additional material if two consecutive lots deviate from the gradation. Restart placement after taking corrective actions and passing a gradation test.
420-P03 SAND SEAL: Blotter Material CL44 will be used for the sealing of the shoulders. 704-500 PORTABLE RUMBLE STRIPS (PRS): Use PRS made of rubber or engineered
polymers. Install PRS as part of the temporary traffic control when the following signs are also part
of the required traffic control set up:
• “Be Prepared to Stop” (E3-4); and • “Flagger” symbol (W20-7)
Install PRS that meet the following criteria:
• Have no adhesives or fasteners required for placement; • Have a manufacture’s speed rating that meets or exceeds the posted speed
limit; and • Each strip in the array must weigh a minimum of 100 pounds.
Use individual PRS construction in one of the following manners:
• A single piece; • Inter locking segments; or • Two pieces hinged at the midpoint.
An installed array of PRS consists of a minimum of 3 individual strips.
Move rumble strips with the flagging operation. Do not place rumble strips on horizontal curves.
The Engineer will count and measure each array as one unit. Include the cost of
providing, installing, maintaining, and relocating PRS in the unit price bid for “Portable Rumble Strips”.
704-P01 PORTABLE RUMBLE STRIPS: A quantity of 2 portable rumble strips are provided to
be used during the duration of the project. Additional quantities are at the contractors expense.
704-P02 TRAFFIC CONTROL FOR SEAL COATS: Provide traffic control consisting of a
temporary lane closure, flagging, and a pilot car. Traffic control device quantities are based on a 6 mile limitation and following list:
1. Section 100 Sheet 3, Portable Rumble Strips, place layout at both ends of the work zone. Flagging stations located within the work zone require sign W20-7-48 only;
2. Standard D-704-20, Layout H, signing will be required at junctions: 37th Ave NE, 38th Ave NE, 45th Ave NE, 48th Ave NE,52nd Ave NE, 57th Ave NE, 59th Ave NE.
3. Standard D-704-22, layouts K and L; and Provide additional devices at no cost to the Department. Place flaggers and traffic control devices as shown on Standard D-704-15, layout A at
the following intersections when the lane closure spans across them: 704-P03 TRAFFIC CONTROL: At the end of each work day, after the final sweeping, and short
term striping are complete, return the traffic speed to the posted speed limit for the full length of roadway that received the bitumen and cover coat material.
762-200 PERMANENT WATER BASED PAVEMENT MARKING: Replace the first paragraph of
762.04 C.2.a “Method of Application” with the following:
Allow new bituminous treatment to cool to a temperature below 125 °F and cure for a period of 72 hours before applying permanent pavement marking.
NOTES
10/23/2020 9:48:04 AM F:\DVLSLAKE\CONST\DISTRICT DESIGNS\Projects 2020-2021\2021 chip seals\ND 17 - 00 H-3-017(037)000 PCN 23050\Design\006NT_001_notes.docm
STATE PROJECT NO. SECTION
NO. SHEET
NO.
ND H-3-017(037)000 6 2
This document was originally issued and sealed by
Darin Lindblom, Registration Number
PE-8780, on 10/22/2020 and the
original document is stored at the North Dakota Department of Transportation.
762-P01 SHORT TERM 4IN LINE – TYPE NR: Before placing short term centerline pavement marking, sweep and remove all excess cover coat material from the entire surface.
Quantity for two applications of short term centerline pavement marking has been
included in the estimate of quantities. Additional applications required to accommodate the Contractor’s operation are at the Contractor’s expense.
• One application for after chip seal is complete; and • One application for after FOG SEAL
ESTIMATE OF QUANTITIESSTATE PROJECT NO. SECTIONNO.
SHEETNO.
ND 8
H-3-017(037)000 1
SPEC CODE ITEM DESCRIPTION UNIT MAINLINE TOTAL ---- ---- ---------------- ---- ------------ -----
103 0100 CONTRACT BOND L SUM 1 1
401 0070 FOG SEAL GAL 27,077 27,077
420 0111 CRS2P EMULSIFIED ASPHALT GAL 263,320 263,320
420 0126 COVER COAT MATERIAL CL 41 SY 557,298 557,298
420 0505 SAND SEAL SY 201,973 201,973
702 0100 MOBILIZATION L SUM 1 1
704 1000 TRAFFIC CONTROL SIGNS UNIT 3,878 3,878
704 1048 PORTABLE RUMBLE STRIPS EA 2 2
762 0103 PVMT MK PAINTED-MESSAGE SF 104 104
762 0430 SHORT TERM 4IN LINE-TYPE NR LF 170,927 170,927
762 1104 PVMT MK PAINTED 4IN LINE LF 491,612 491,612
762 1124 PVMT MK PAINTED 24IN LINE LF 48 48
ESTIMATE NUMBER: 20972 ESTIMATE TYPE: FINAL FINALIZED: Y RUN DATE: 10/22/2020 TIME: 15:10:50
Basis of EstimateSTATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
10/23/2020 jthunter F:\DVLSLAKE\CONST\DISTRICT DESIGNS\Projects 2020-2021\2021 chip seals\ND 17 - 00 H-3-017(037)000 PCN 23050\Design\010BE_001_BasesEstimate.dgn9:50:00 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
8780
H-3-017(037)000 10
1
Basis of Estimate
Darin Lindblom
10/22/2020
Hwy `
Existing R/W
Hwy `
(3) Paved Private Drive Approach
(1) Paved Section Line, County Road, or Street Approach (2) Gravel Section Line, County Road, or Street Approach
20'
Approx.
24'
Approx.
100'
Edge of Pavement
Hwy `
Existing R/W
RadiusEnd
24'
Approx.
100'
Edge of Pavement
Edge of Pavement
Hwy `
5'
Edge of Pavement
20'
Approx.
(4) Gravel Private Drive or Field Drive Approach
5'
RadiusEnd
Match Existing RadiusMatch Existing Radius
Match Existing RadiusMatch Existing Radius
5'
Fog Seal @ 0.05 Gal/SY
Cover Coat Material CL 41 @ 24 Lb/SY
CRS2P Emulsified Asphalt @ 0.4 Gal/SY
Cover Coat Material CL 41 @ 24 Lb/SY
CRS2P Emulsified Asphalt @ 0.4 Gal/SY
Cover Coat Material CL 41 @ 24 Lb/SY
CRS2P Emulsified Asphalt @ 0.4 Gal/SYCover Coat Material CL 41 @ 24 Lb/SY
CRS2P Emulsified Asphalt @ 0.4 Gal/SY
8780
20
1
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
10/23/2020 jthunter F:\DVLSLAKE\CONST\DISTRICT DESIGNS\Projects 2020-2021\2021 chip seals\ND 17 - 00 H-3-017(037)000 PCN 23050\Design\020GD_001_DApproach_PM_MiR.dgn9:51:28 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
Approach Details
H-3-017(037)000
10/22/2020
Darin Lindblom
2" HBP
1.5" HBP
3" HBP
2" Aggregate Base
5'12'12'5'
12" Aggregate Base
2" HBP
2.5" HBP
6" Aggregate Base
1.2" HBP
3'12'12'3'
4.5" HBP
6'12'12'6'
Sta 523+78 to Sta 1468+90
RP 9.920 to RP 27.820
Sta 0+00 to Sta 465+01
RP 0.000 to RP 8.807
Existing Typical
Sta 465+01 to Sta 523+78
RP 8.807 to RP 9.920
Existing Typical
Sta 1468+90 to Sta 2030+74
RP 27.820 to RP 38.461
Existing Typical
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
10/23/2020 jthunter F:\DVLSLAKE\CONST\DISTRICT DESIGNS\Projects 2020-2021\2021 chip seals\ND 17 - 00 H-3-017(037)000 PCN 23050\Design\030TP_001_X-sections.dgn9:53:10 AM
8780
H-3-017(037)000 30 1
Existing Typicals
Darin Lindblom
10/22/2020
5'12'12'5'
3'12'12'3'
6'12'12'6'
Fog Seal (CSS1H) @ 0.05 Gal/SY
Cover Coat Material CL 41 @ 24 lbs/SY
CRS2P Emulsified Asphalt @ 0.40 Gal/SY
Fog Seal (CSS1H) @ 0.05 Gal/SY
Cover Coat Material CL 41 @ 24 lbs/SY
CRS2P Emulsified Asphalt @ 0.40 Gal/SY
Fog Seal (CSS1H) @ 0.05 Gal/SY
Cover Coat Material CL 41 @ 24 lbs/SY
CRS2P Emulsified Asphalt @ 0.40 Gal/SY
Sand Seal @ 15 lbs/SY
CRS2P Emulsified Asphalt @ 0.20 Gal/SY
Sand Seal @ 15 lbs/SY
CRS2P Emulsified Asphalt @ 0.20 Gal/SY
Sand Seal @ 15 lbs/SY
CRS2P Emulsified Asphalt @ 0.20 Gal/SYSand Seal @ 15 lbs/SY
CRS2P Emulsified Asphalt @ 0.20 Gal/SY
Sand Seal @ 15 lbs/SY
CRS2P Emulsified Asphalt @ 0.20 Gal/SY
Sand Seal @ 15 lbs/SY
CRS2P Emulsified Asphalt @ 0.20 Gal/SY
Sta 523+78 to Sta 1468+90
RP 9.920 to RP 27.820
Sta 0+00 to Sta 465+01
RP 0.000 to RP 8.807
Proposed Typical
Sta 465+01 to Sta 523+78
RP 8.807 to RP 9.920
Proposed Typical
Sta 1468+90 to Sta 2030+74
RP 27.820 to RP 38.461
Proposed Typical
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
10/23/2020 jthunter F:\DVLSLAKE\CONST\DISTRICT DESIGNS\Projects 2020-2021\2021 chip seals\ND 17 - 00 H-3-017(037)000 PCN 23050\Design\030TP_002_ProposedX-sections.dgn9:54:38 AM
8780
H-3-017(037)000 30 2
Proposed Typicals
Darin Lindblom
10/22/2020
SECTION SHEET
NO. NO.
100 1
E5-1-48 48"x48" EXIT GORE 35 48"x48" RIGHT or LEFT SHOULDER CLOSED AHEAD or __ FT or _ MILE
G20-1-60 60"x24" ROAD WORK NEXT __ MILES 28 48"x48" SURVEY CREW
G20-1b-60 60"x24" NO WORK IN PROGRESS (Sign and installation only) 18 48"x48" BRIDGE PAINTING AHEAD or __ FT
G20-2-48 48"x24" END ROAD WORK 26 48"x48" MATERIAL ON ROADWAY
G20-4-36 36"x18" PILOT CAR FOLLOW ME (Mounted to back of pilot car) 18 48"x48" PAVEMENT BREAKS
G20-10-108 108"x48" CONTRACTOR SIGN 70 48"x48" RUMBLE STRIPS AHEAD 70
G20-50a-72 72"x36" ROAD WORK NEXT __ MILES RT & LT ARROWS 8 43 344 48"x48" FRESH OIL LOOSE ROCK 490
G20-52a-72 72"x24" ROAD WORK NEXT __ MILES RT or LT ARROW 36
G20-55-96 96"x48" SPEED LIMIT ENFORCED - MINIMUM FEE $80 WHEN WORKERS PRESENT 59
M1-1-36 36"x36" INTERSTATE ROUTE MARKER (Post and installation only) 10
M1-4-24 24"x24" U.S. ROUTE MARKER (Post and installation only) 10
M1-5-24 24"x24" STATE ROUTE MARKER (Post and installation only) 10
M3-1-24 24"x12" NORTH (Mounted on route marker post) 7
M3-2-24 24"x12" EAST (Mounted on route marker post) 7
M3-3-24 24"x12" SOUTH (Mounted on route marker post) 7
M3-4-24 24"x12" WEST (Mounted on route marker post) 7
M4-8-24 24"x12" DETOUR (Mounted on route marker post) 7
M4-9-30 30"x24" DETOUR ARROW RIGHT or LEFT/AHD AND RT or LT 15
M4-10-48 48"x18" DETOUR (INSIDE ARROW) RIGHT or LEFT (Mounted on barricade) 7
M5-1-21 21"x15" ADVANCE TURN ARROW RT or LT(Mounted on route marker post) 7
M5-1-30 30"x21" ADVANCE TURN ARROW RT or LT(Mounted on route marker post) 9
M6-1-21 21"x15" DIRECTIONAL ARROW RT or LT (Mounted on route marker post) 7
M6-1-30 30"x21" DIRECTIONAL ARROW RT or LT (Mounted on route marker post) 9
M6-3-21 21"x15" DIRECTIONAL ARROW UP (Mounted on route marker post) 7
R1-1-48 48"x48" STOP 4 32 128
R1-2-60 60"x60" YIELD 29
R2-1-36 36"x48" SPEED LIMIT __ (Portable only) 4 30 120
R2-1-48 48"x60" SPEED LIMIT __ 16 39 624
R2-1aP-24 24"x18" MINIMUM FEE $80 (Mounted on Speed Limit post) 18 10 180 SPECIAL SIGNS
R3-2-48 48"x48" NO LEFT TURN 35
R4-1-48 48"x60" DO NOT PASS 16 39 624
R4-7-48 48"x60" KEEP RIGHT 39
R5-1-48 48"x48" DO NOT ENTER 35
R6-1-54 54"x18" ONE WAY RIGHT or LEFT (Mounted on STOP or DO NOT ENTER post) 14
R7-1-12 12"x18" NO PARKING ANY TIME 11
R10-6-24 24"x36" STOP HERE ON RED 16
R11-2-48 48"x30" ROAD CLOSED (Mounted on barricade) 12
R11-2a-48 48"x30" STREET CLOSED (Mounted on barricade) 12
R11-3a-60 60"x30" ROAD CLOSED __ MILES AHEAD LOCAL TRAFFIC ONLY (Mtd on barricade) 15
R11-3c-60 60"x30" STREET CLOSED __ MILES AHEAD LOCAL TRAFFIC ONLY (Mtd on barricade) 15
R11-4a-60 60"x30" STREET CLOSED TO THRU TRAFFIC (Mounted on barricade) 15
W1-3-48 48"x48" REVERSE TURN RIGHT or LEFT 35
W1-4-48 48"x48" REVERSE CURVE RIGHT or LEFT 35
W1-4b-48 48"x48" TWO LANE REVERSE CURVE RIGHT or LEFT 35
W1-6-48 48"x24" ONE DIRECTION LARGE ARROW 26
W3-1-48 48"x48" STOP AHEAD 35
W3-3-48 48"x48" SIGNAL AHEAD 35 TRAFFIC CONTROL SIGNS TOTAL UNITS
W3-4-48 48"x48" BE PREPARED TO STOP 2 35 70
W3-5-48 48"x48" SPEED REDUCTION AHEAD 4 35 140
W4-2-48 48"x48" LANE ENDS RIGHT or LEFT 35
W5-1-48 48"x48" ROAD NARROWS 35
W5-8-48 48"x48" THRU TRAFFIC RIGHT LANE 35
W5-9-48 48"x48" ROAD WORK TRAFFIC ONLY DOWN & LT or RT ARROW 35
W6-3-48 48"x48" TWO WAY TRAFFIC 35
W8-1-48 48"x48" BUMP 35
W8-3-48 48"x48" PAVEMENT ENDS 35
W8-7-48 48"x48" LOOSE GRAVEL 35
W8-11-48 48"x48" UNEVEN LANES 35
W8-12-48 48"x48" NO CENTER LINE 16 35 560
W8-17-48 48"x48" SHOULDER DROP-OFF SYMBOL 35
W8-53-48 48"x48" TRUCKS ENTERING HIGHWAY 35
W8-54-48 48"x48" TRUCKS ENTERING AHEAD or __ FT or _ MILE 2 35 70
W8-55-48 48"x48" TRUCKS CROSSING AHEAD or __ FT or _ MILE 2 35 70
W8-56-48 48"x48" TRUCKS EXITING HIGHWAY 35
W9-3a-48 48"x48" CENTER LANE CLOSED SYMBOL 35
W12-2-48 48"x48" LOW CLEARANCE 35
W13-1P-30 30"x30" __ MPH ADVISORY SPEED PLAQUE (Mounted on warning sign post) 14
W14-3-64 64"x48" NO PASSING ZONE 28
W16-2P-30 30"x24" __ FEET PLAQUE (Mounted on warning sign post) 10
W20-1-48 48"x48" ROAD WORK AHEAD or _FT or _ MILE 4 35 140
W20-2-48 48"x48" DETOUR AHEAD or __ FT or _ MILE 35
W20-3-48 48"x48" ROAD or STREET CLOSED AHEAD or __ FT or _ MILE 35
W20-4-48 48"x48" ONE LANE ROAD AHEAD or __ FT or _ MILE 35
W20-5-48 48"x48" RIGHT or CENTER or LEFT LANE CLOSED AHEAD or __ FT or _ MILE 35
W20-7-48 48"x48" FLAGGER 2 35 70
W20-8-18 18"x18" STOP - SLOW PADDLE Back to Back 2 5 10
W20-52P-54 54"x12" NEXT __ MILES (Mounted on warning sign post) 14 12 168
W21-1-48 48"x48" WORKERS 35
W21-2-48 48"x48" FRESH OIL 35
W21-3-48 48"x48" ROAD MACHINERY AHEAD or __ FT or _ MILE 35
W21-5-48 48"x48" SHOULDER WORK 35
W21-5a-48 48"x48" RIGHT or LEFT SHOULDER CLOSED 35
UNITS
SUB
TOTAL
This document was
originally issued
and sealed by
Darin Lindblom,
Registration Number
PE-8780,
on 10/22/20 and the
original document
is stored at the North Dakota
Department of Transportation.183504
Traffic Control Devices List
35
NOTE:
If additional signs are
required, units will be
calculated using the formula
from Section III-18.06 of the
Design Manual.
http://www.dot.nd.gov/
3878
STATE
ND
PROJECT NO.
35
H-3-017(037)000
UNITS
PER
AMOUNT
35
35
AMOUNT
REQUIRED
SIGN
SIZE
W21-5b-48
14
DESCRIPTION
35
35
352
UNITS
PER
AMOUNT
UNITS
SUB
TOTAL
SIGN
NUMBER
SIGN
NUMBER
SIGN
SIZEDESCRIPTION
AMOUNT
REQUIRED
W21-50-48
W21-51-48
W21-52-48
W21-53-48
W21-6-48
W22-8-48
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
QUANTITY
2
704-1072
704-1080
704-1081
704-1085
704-3501
SEQUENCING ARROW PANEL - TYPE B
SF
LF
EACH
EACH
EACH
EACH
EACH
EACH
704-1052
704-1050
PORTABLE RUMBLE STRIPS
SEQUENCING ARROW PANEL - TYPE A
LF
LF
SPEC & CODE
DESCRIPTION
FLAGGING704-0100 MHR
704-1000
SPEC &
CODEUNIT
DELINEATOR DRUMS
TRAFFIC CONES
PRECAST CONCRETE MED BARRIER - STATE FURNISHED
RAISED PAVEMENT MARKERS
SHORT TERM 4IN LINE - TYPE R
SHORT TERM 4IN LINE - TYPE NR
704-3510
762-0200
762-0420
762-0430
STACKABLE VERTICAL PANELS
VERTICAL PANELS - BACK TO BACK
704-1070 DELINEATOR
SEQUENCING ARROW PANEL - TYPE C
OBLITERATION OF PVMT MK
PORTABLE PRECAST CONCRETE MED BARRIER
704-1048
FLEXIBLE DELINEATORS
TYPE I BARRICADES
TYPE III BARRICADES
EACH
704-1086
704-1087
704-1500
704-1060
704-1065
704-1067 TUBULAR MARKERS
10/23/2020 9:56 AM F:\DVLSLAKE\CONST\DISTRICT DESIGNS\Projects 2020-2021\2021 chip seals\ND 17 - 00 H-3-017(037)000 PCN 23050\Design\100WZ_001_TCDL (2).xlsm VERSION: 7.15.2020
ROAD WORK
NEXT MILES00
END
ROAD WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
ROAD WORK
NEXT MILES00
END
ROAD WORK
NEXT MILES
ROAD WORK
00
NEXT MILES00
ROAD WORK
SPEED
55LIMIT
MINIMUM
FEE
$80
PASS
NOT
DO
FRESH OIL
LOOSE ROCK
NEXT MILES00
SPEED
55LIMIT
MINIMUM
FEE
$80
PASS
NOT
DO
FRESH OIL
LOOSE ROCK
NEXT MILES00
SPEEDLIMIT
55STRIPECENTER
NO
STRIPE
CENTER
NO
AHEAD
ROAD
WORK
R2-1-48
R2-1aP-24
R4-1-48 W22-8-48
W20-52P-54
Sign Sequence 2
and note 6 for spacing.
Use Standard D-704-20 Layout H
Sign Sequence 2
W20-1-48
W20-1-48
G20-1-60
G20-1-60
G20-2-48
G20-2-48
W20-1-48
Sign Sequence 2
R2-1-48
R2-1aP-24
R4-1-48 W22-8-48
W20-52P-54
Sign Sequence 1
and note 6 for spacing.
Use Standard D-704-20 Layout H
W3-5-48
G20-52a-72
G20-52a-72
W8-12-48 W8-12-48
Sign Sequence 2
W20-1-48
Sign Sequence 2 Sign Sequence 2 Sign Sequence 2
Sign Sequence 2
Sign Sequence 2
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
10/23/2020 jthunter F:\DVLSLAKE\CONST\DISTRICT DESIGNS\Projects 2020-2021\2021 chip seals\ND 17 - 00 H-3-017(037)000 PCN 23050\Design\100WZ_002_consign.dgn9:58:26 AM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
8780
100
2H-3-017(037)000
Traffic Control Layout
Darin Lindblom
10/22/2020
S = Numerical value of speed limit or 85th percentile.
AHEAD
ROAD
WORK
AHEAD
RUMBLE
STRIPS
SPEEDLIMIT
XX
BE
PREPARED
TO STOP
SPEED
XXLIMIT
SPEED
XXLIMIT
SPEED
XXLIMIT
SPEED
XXLIMIT
BE
PREPARED
TO STOP
SPEEDLIMIT
XX
AHEAD
RUMBLE
STRIPS
AHEAD
ROAD
WORK
MINIMUM
FEE
$80
MINIMUM
FEE
$80
A
2S Ft
1/2 C
1/2 C
1/2 B
1/2 B
1/2 C
1/2 C
Flagger
Portable
W20-1-48
A
2S Ft
1/2 C
1/2 C
1/2 B
1/2 B
1/2 C
1/2 C
Portable
W20-7-48
Portable
W3-4-48
AT TEMPORARY ROAD CLOSURE
PORTABLE RUMBLE STRIPS
Flagger
Portable
W3-4-48
Portable
W20-1-48
Portable
W20-7-48
Portable
W3-5-48
Portable
W3-5-48
Portable
R2-1-36
Portable
R2-1-36
B2
12S Ft + A +
B2
12S Ft + A +
10' minimum width
3/4"
Min. to 1"
Max. heig
ht
10"
Min.
15' C to C
3' Max.
Skewing
Lateral
Reposition if movement is >3' from original position.
Reposition if movement is >2' from original position.
2' Max.
2' Max.
10' Min.
20' Max.
Reposition if distance between strips is
Abn abandoned
Abut abutment
Ac acres
Adj adjusted
Aggr aggregate
Ahd ahead
ARV valve releaseair
Align alignment
Al alley
Alt alternate
Alum aluminum
ADA Act Disabilities withAmericans
A ampere
& and
Appr approach
Approx approximate
ACP pipe cementasbestos
Asph asphalt
AC cementasphalt
Assmd assumed
@ at
Atten attenuation
ATR recorder trafficautomatic
Ave Avenue
Avg average
ADT traffic dailyaverage
Az azimuth
Bk back
BF faceback
Bs backsight
Balc balcony
WireB wirebarbed
Barr barricade
Btry battery
Brg bearing
BI inletbeehive
Beg begin
BM markbench
Bkwy bikeway
Bit bituminous
Blk block
FtBd feetboard
BH holebore
BS sidesboth
Bot bottom
Blvd Boulevard
Bndry boundary
BC capbrass
Brkwy breakaway
Br bridge
Bldg building
BV valvebutterfly
Byp bypass
GdrlC guardrailcable
Calc calculate
Cd candela
CIP pipe ironcast
CB basincatch
CRS setting rapidcationic
GdC guardcattle
C ToC center tocenter
centerline
Cm centimeter
Ch chain
Chnlk chain-link
BlkCh blockchannel
ChCh changechannel
Chk check
Chsld chiseled
Cir circle
Cl class
Cl clay
FCl fillclay
HvyCl heavyclay
Clnt clean-out
Clr clear
Cl&gr
Comb. combination
Coml commercial
Compr compression
CADD
Conc concrete
Cond conductor
Const construction
Cont continuous
CSB
Contr contraction
Contr contractor
CP
Coord coordinate
Cor corner
Corr corrected
CAES
CAP
CMES
CMP
CPVCP
CSES
CSP pipe steelcorrugated
C coulomb
Co County
Crse course
CS
Ct Court
Xarm armcross
Xbuck buckcross
Xsec sectionscross
Xing crossing
Xrd Crossroad
Crn crown
CF feetcubic
M3 metercubic
M3/s second per meterscubic
CY yardcubic
Cy/mi mile per yardscubic
Culv culvert
C&G gutter &curb
CI inletcurb
CR rampcurb
CS spiral tocurve
C cut
LdDd loaddead
Defl deflection
Defm deformed
D orDeg degree
Dlnt delineate
Dlntr delineator
Depr depression
Desc description
Det detail
DWP panel warningdetectable
Dtr detour
diameter
Dir direction
Dist distance
DM materialdisturbed
DB blockditch
DG gradeditch
Dbl double
Dn down
Dwg drawing
Dr drive
Drwy driveway
DI inletdrop
D densitydry
Ea each
Esmt easement
E East
EB Eastbound
Elast elastomeric
EL lockerelectric
MtrE meterelectric
Elec electric/al
EDM meter distanceelectronic
El orElev elevation
Ellipt elliptical
Emb embankment
Emuls emulsion/emulsified
ES sectionend
Engr engineer
ESS station sensorenvironmental
Eq equal
Eq equation
Evgr evergreen
Exc excavation
Exst existing
Exp expansion
Expy Expressway
E curve ofexternal
Extru extruded
FOS safety offactor
F Fahrenheit
FS sidefar
F farad
Fed Federal
FP pointfeed
Ft feet/foot
Fn fence
PFn postfence
FO opticfiber
FB bookfield
FD drivefield
F fill
FAA angularity aggregatefine
FS sandfine
FH hydrantfire
Fl flange
Flrd flared
FES section endflared
BcnF beaconflashing
FA sample augerflight
FL lineflow
Ftg footing
FM mainforce
Fs foresight
Ð
lack of description, location accuracy or purpose. an unknown characteristic, potentially based on: of existing features. It indicates a feature that has This is a special text character used in the labeling
CECB concrete erosion control blanket
C Gr coarse gravel
coarse sand
CSFES corrugated steel flared end section
CSTES corrugated steel traversable end section
Cl or `
Dia or |
corrugated aluminum end section
corrugated metal end section
corrugated aluminum pipe
control point
corrugated metal pipe
corrugated poly-vinyl chloride pipe
corrugated steel end section
computer aided drafting & design
clearing & grubbing
coal slackCo S
continuous split barrel sample
clay loamCl Lm
BG below grade
DSDS dynamic speed display sign
REVISIONS
DATE CHANGE
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,
09/20/18
09-20-18 General Revisions 04-23-18 General Revisions
Fnd found
Fdn foundation
Frac fractional
Frwy freeway
Frt front
FF facefront
DispF dispenserfuel
FFP pipes fillerfuel
FLS sensor leakfuel
Furn furnish/ed
Gal gallon
Galv galvanized
Gar garage
LGs linegas
RegG regulator linegas
GMV valve maingas
MtrG metergas
GSV valve servicegas
GVP pipe ventgas
GV valvegate
Ga gauge
Geod geodetic
GIS System InformationGeographical
G giga
GPS System PositioningGlobal
Gov government
Grd graded/grade
Gr gravel
Grnd ground
GWM monitor waterground
Gdrl guardrail
Gtr gutter
PlgH pilingH
Hdwl headwall
Ha hectare
Ht height
HI instrument ofheight
Hel helical
H henry
Hz hertz
HDPE polyethylene densityhigh
HM masthigh
HP pressurehigh
HPS sodium pressurehigh
Hwy highway
Hor horizontal
HBP pavement bituminoushot
Hr hour(s)
Hyd hydrant
Ph content ionhydrogen
Id identification
" orIn inch
Incl tubeinclinometer
IMH manholeinlet
ID diameterinside
Inst instrument
Intchg interchange
Intmdt intermediate
Intscn intersection
Inv invert
IM monumentiron
PnI PinIron
IP Pipeiron
Jt joint
J joule
Jct junction
K kelvin
Kn newtonkilo
Kpa
Kg kilogram
Kg/m3
Km kilometer
K Kip(s)
LS
LSIT
Ln lane
Lg large
Lat latitude
Lt left
L
Lens lenses
Lvl level
LB
Lvlng leveling
Lht light
LP
Ltg lighting
LF
Liq liquid
LL
L litre
Lm loam
Loc location
LC
Long. longitude
Lp loop
LD
Lm lumen
Lum luminaire
Lx lux
ML
MH manhole
Mkd marked
Mkr marker
Mkg marking
MA armmast
Matl material
Max maximum
MC cornermeander
Meas measure
Mdn median
MD drainmedian
MC curingmedium
M mega
Mer meridian
M meter
M/s second permeters
M curve of ordinatemid
Mi mile
MM
MP
Ml milliliter
Mm millimeter
Mm/hr
Min minimum
Misc miscellaneous
Mon monument
Mnd mound
Mtbl mountable
Mtd mounted
Mtg mounting
Mk muck
Mun municipal
N nano
NGS
NS
Neop neoprene
Ntwk network
N newton
N North
NE
NW
NB Northbound
number
Obsc obscure(d)
Obsn observation
Ocpd occupied
Ocpy occupy
O/s offset
OC
C
OC
Orig original
OD
OH overhead
PMT transformer mountedpad
Pg pages
Pntd painted
Pr pair
Pnl panel
Pk park
PK nailParker-Kalon
Pa pascal
PSD distance sightpassing
Pvmt pavement
Ped pedestal
Ped pedestrian
PPP post pushbuttonpedestrian
Pen. penetration
Perf perforated
Per. perimeter
PL pipeline
Pl place
P&P
PL
plate
Pt point
PCC curve compound ofpoint
PC curve ofpoint
PI intersection ofpoint
PRC curvature reverse ofpoint
PT tangent ofpoint
POC curve onpoint
POT tangent onpoint
PE polyethylene
PVC chloridepolyvinyl
PCC concrete CementPortland
pounds
PP
Preempt preemption
Prefab prefabricated
Prep preperation
Press. pressure
HMA hot mix asphalt
MGS Midwest Guardrail System
Mb mailbox
P Cap plastic cap
Pl or Í
Prfmd or Pref preformed
National Geodetic Survey
near side
millimeters per hour
mile marker
mile post
one dimensional consolidation
organic content
on center
out to outO To O
outside diameter
North West
No. or #
North East
office locationOff Loc
level book
length of curve
light pole
lignite coalLig Co
kilogram per cubic meter
kilo pascal
Land Surveyor (licensed)
Land Surveyor In Training
L Sum lump sum
loop detector
main line
M Hr man hour
liquid limit
lignite slackLig Sl
linear foot
long chord
plastic limit
plan & profile
Lb or #
power pole
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
04/23/18
04-23-18 General Revisions 08-03-15 General Revisions
PRV valve reliefpressure
Prestr prestressed
Pvt private
PD driveprivate
Prod. production/produce
Prog programmed
Prop. property
LnProp lineproperty
Ppsd proposed
PB boxpull
Qty quantity
Qtr quarter
R orRad radius
RR railroad
Rlwy railway
Rsd raised
RTP
range
RC
Rec record
Rcy recycle
RPCC
Ref reference
RM
Refl reflectorized
RCP
RCPS
Reinf reinforcement
Res reservation
Ret retaining
Rev reverse
Rt right
R/W
Riv river
Rd road
Rdbd bedroad
Rdwy roadway
RWIS
Rk rock
Rt route
Salv salvage(d)
Sd sand
ClSdy claysandy
Lm ClSdy loam claysandy
FlSdy fillsandy
LmSdy loamsandy
San line sewersanitary
Sc scoria
Sec seconds
Sec section
SL linesection
Sep separation
Seq sequence
Serv service
Sh shale
Sht sheet
Shtng sheeting
Shldr shoulder
S siemens
SD
Sig signal
Sgl single
SC
SS
Sm small
S South
SE
SW
SB Southbound
Sp spaces
Spcl special
SP
G
Spk spike
SC
ST
SB
SH
SV
Sq square
SF
Km2
M2
SY
Stk stake
Std standard
N
SpecsStd
Sta station
YdSta yardsstation
LStm linesteam
SEC concrete encasedsteel
SSD distance sightstopping
SD drainstorm
St street
SPP pipe platestructural
SPPA arch pipe platestructural
Str structure
Subd subdivision
Sub subgrade
PrepSub preperationsubgrade
Ss subsoil
SE superelevation
SS specificationsupplement
Supp supplemental
Surf surfacing
Surv survey
Sym symmetrical
SI
Tan tangent
T (semi)tangent
TS spiral totangent
Tel telephone
BTel BoothTelephone
PTel poletelephone
Tv television
Temp temperature
Temp temporary
TBM mark benchtemporary
T tesla
T sample tubethinwall
T/mi mile pertons
Ts topsoil
T orTwp township
Traf traffic
TSCB box control signaltraffic
Tr trail
Transf transformer
TB booktransit
Trans transition
TT towertransmission
Trans transverse
Trav traverse
TP pointtraverse
Trtd treated
Trmt treatment
Qc compressiontriaxial
TERO ordinance rights employmenttribal
Tpl triple
TP pointturning
Typ typical
Qu strength compressiveunconfined
Ugrnd underground
USC&G Survey Geodetic & CoastUS
USGS Survey GeologicUS
Util utility
VG guttervalley
Vap vapor
Vert vertical
VC curvevertical
VCP pipe clayvitrified
V volt
Vol volume
Wkwy walkway
W contentwater
WGV valve gatewater
WL linewater
WM mainwater
WMV valve mainwater
MtrW meterwater
WSV valve servicewater
WW wellwater
W watt
Wrng wearing
Wb weber
WIM
W west
WB westbound
Wrng wiring
W/ with
W/o without
WC cornerwitness
WGS
SA special assembly
SN sign number
RAP recycled asphalt pavement
recycled portland cement concrete
roadway weather information system
standard specifications
systems international
weigh in motion
world geodetic system
SMA stone matrix asphalt
Rs residence
SRCP slotted reinforced concrete pipe
TES traversable end section
RCB
RCES
RCFES reinforced concrete flared end section
RCTES reinforced concrete traversable end section
Z zenith
RP reference point
Sw or Sdwk sidewalk
right of way
reinforced concrete end section
reinforced concrete box
rapid curing
Rge or R
random traverse point
reinforced concrete pipe
reinforced concrete pipe sewer
R Mkr
reference monument
reference marker
sprinkler head
split barrel sample
spiral to tangent
sprinkler valve
special provisions
spiral to curve
specific gravity
standard penetration test
square meter
square kilometer
square feet
square yard
sight distance
silt clay
Si Cl Lm
Si Cl
South East
South West
silty loam
silty clay loam
Si Lm
slow setting
slow curing
NDDOT ABBREVIATIONS D-101-3
07-01-14
2930
Roger Weigel,
04/23/18
04-23-18 General Revisions 08-03-15 General Revisions
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
702COM Communications702
ACCENT CommunicationsAccent
WUAGASSIZ Incorporated Users WaterAgassiz
AGC America of Contractors GeneralAssiociated
PlAll PipelineAlliance
WU SEASALL Association Users Water SeasonsAll
PlAMOCO Company PipelineAmoco
HESSAMRDA Corporation HessAmerada
AT&T CorporationAT&T
PAWB Incorporated Energy PawBear
ELECBAKER ElectricBaker
ELECBASIN Incorporated Cooperative ElectricBasin
TELBEK Cooperative CommunicationsBek
PLBELLE Company Pipeline FourcheBelle
BLM Management Land ofBureau
BNSF Railway Fe Santa NorthernBurlington
BOEING Boeing
RWDBRNS District Water RuralBarnes
ELECBURK-DIV Cooperative ElectricBurke-Divide
WUBURL Users WaterBurleigh
OneCable OneCable
SERVCABLE ServicesCable
ELECCAP Incorporat Cooperative ElectricCapital
ELEC COCASS Cooperative Electric CountyCass
RWUCASS Incorporated Users Water RuralCass
ELECCAV Cooperative Electric RuralCavalier
CBLCOM Fargo OfCablecom
PLCENEX PipelineCenex
DIST WATER PLCENT District Water Line PipeCentral
ELEC PWRCENT Cooperative Electric PowerCentral
COE Engineers ofCorps
TELCONS TelephoneConsolidated
RESCONT Inc ResourceContinental
CPR Railway PacificCanadian
E OD Energy OfDepartment
CARRDAK Network CarrierDakota
TEL CENTDAK Telephone CentralDakota
RWDDAK District Water RuralDakota
DGC Company GasificationDakota
NET RDICKEY Networks RuralDickey
RWUDICKEY Association Users Water RuralDickey
TELDICKEY TelephoneDickey
DNRR Railroad NorthernDakota
PLDOME Company PipelineDome
DVELEC Cooperative Electric ValleyDakota
DVMW Western & Valley MissouriDakota,
ENBRDG Incorporated PipelinesEnbridge
ENVENTIS TelephoneEnventis
MNGFALK Company MiningFalkirk
FHWA Administration HighwayFederal
WD FKS-TRLG District Water Forks-traillGrand
TRAN & TRDGETTY Transportation & TradingGetty
ELEC WGLDN Cooperative Electric WestGolden
TEL COGRGS Telephone CountyGriggs
GAS NAT PLNSGT Company Gas Natural PlainsGreat
TELHALS Company TelephoneHalstad
IDEA1 Idea1
TELINT-COMM Company TelephoneInter-Community
PLKANEB Company PipelineKaneb
ELECKEM Incorporated Cooperative ElectricKem
SYS GATHKOCH Incorporated Systems GatheringKoch
PLLKHD Company PipelineLakehead
RWULNGDN Incorporated Users Water RuralLangdon
ELEC R YELLLWR Electric Rural YellowstoneLower
CONMCKNZ Telcom ConsolidatedMcKenzie
ELECMCKNZ Cooperative ElectricMcKenzie
WRDMCKNZ District Resource Water CountyMcKenzie
MCLEOD USAMcLeod
ELECMCLN Cooperative ElectricMcLean
WAT RMCLN-SHRDN Water RuralMcLean-Sheridan
MDU UtilitiesMontana-dakota
CABLEMID-CONT CableMid-Continent
TELMIDSTATE Company TelephoneMidstate
CABLEMINOT Television CableMinot
TELMINOT Company TelephoneMinot
S W WMISS System Water WestMissouri
PWRMNKOTA PowerMinnkota
ELECMOR-GRAN-SOU Cooperative ElectricMor-gran-sou
ELECMOUNT-WILLI Cooperative ElectricMountrail-williams
TEL LBTYMRE Telephone Liberty &Moore
MUNICIPAL Sewer And WaterCity
MUNICIPAL '..................' OfCity
ELEC CENTN Cooperative Electric CentralNorth
DIST W VALLN District Water ValleyNorth
REC & PKSND Recreation And Parks DakotaNorth
TELND Company Telephone DakotaNorth
NDDOT Transportation of Department DakotaNorth
DEPT SCI SOILNDSU Department Science SoilNDSU
TELNEMONT TelephoneNemont
ELEC RNODAK Cooperative Electric RuralNodak
TEL FRMSNOON Company Telephone FarmersNoonan
NPR Railroad PlainsNorthern
NSP Power StatesNorthern
RW PRAIRNTH Association Water Rural PrairieNorthern
PL BRDRNTHN Pipeline BorderNorthern
ELEC PLNSNTHN Incorporated Cooperative Electric PlainsNorthern
REFNTHWSTRN Company RefineryNorthwestern
COMMNW Cooperation CommunicationNorthwest
ONEOK gasOneok
OSHA Administration Health and SafetyOccupational
PWR TLOTTR Company Power TailOtter
M E LP Marketing EnergyPrairielands
COMPOLAR CommunicationsPolar
ELECPVT ElectricPrivate
QWEST CommunicationsQwest
SUPPLY WR&T Association Supply Water T &R
TEL RIVRED Telephone Rural RiverRed
TELRESVTN TelephoneReservation
TELROBRTS Telephone CompanyRoberts
ELECR-RIDER
RRVW Railroad Western & Valley RiverRed
U W ES Incorporated Users Water EastSouth
CABLESCOTT Dickinson Television CableScott
ELECSHERDN Cooperative ElectricSheridan
ELEC VLYSHEYN Cooperative Electric ValleySheyenne
SKYTECH Incorporated TechnologiesSkyland
ELECSLOPE Incorporated Cooperative ElectricSlope
TELCOM RIVSOURIS Telecommunications RiverSouris
COMM WATST Commission WaterState
WATER LNSTATE Cooperative Water LineState
ENGSTER EnergySterling
RWUSTUT Users Water RuralStutsman
PRJ PLSW Project PipelineSouthwest
C MT Communications MountainTurtle
TCI Dakota North ofTCI
PL PLNS HGHTESORO Pipeline Plains HighTesoro
WUTRI-CNTY Incorporated Users WaterTri-County
RWU COTRL Users Water Rural CountyTraill
TELUNTD TelephoneUnited
WUA SOURUPPR Association Users Water SourisUpper
SPRINTUS SprintU.S.
CABLE MSLUSAF Cable MissileU.S.A.F.
USFWS Service Wildlife and FishUS
COMMUSW Communications WestU.S.
ELECVRNDRY Cooperative ElectricVerendrye
TEL RIVW Incorporated Telephone RiverWest
WEB Association Development Water B. E.W.
RWAWILLI Association Water RuralWilliams
PL BASWILSTN Company Pipeline Interstate BasinWilliston
RWDWLSH District Water Rural WaterWalsh
TELWOLVRTN TelephoneWolverton
XLENER EnergyXcel
YSVR Railroad ValleyYellowstone
S CENT REG WD
MISS VALL COMM Missouri Valley Communications
South Central Regional Water District
Roughrider Electric Cooperative
GTR RAMSEY WD Greater Ramsey Water District
NWRWD Northwest Rural Water District
2930
Roger Weigel,
09/20/18
NDDOT UTILITY COMPANY AND ORGANIZATION ABBREVIATIONS D-101-10
07-01-14
REVISIONS
DATE CHANGE
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
09-20-18 General Revisions 04-23-18 General Revisions
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
Marker Body
Marker Body with Protective Cover
Cover
Staple
0.28"
1.125"
0.06"
1.2
5"
1.12
5"
2.0"
Cover material thickness= 0.03"
4"
Adhesive
8. Use adhesive conforming to AASHTO M 237.
foot, using a .1 degree observation angle and 0 degree entrance angle.
7. Use retroreflective tape with a minimum reflectance of 1200 candle power per foot-candle per square
Type W - White body and cover with white reflective tape on one side.
Type Y - Yellow body and cover with yellow reflective tape on both sides.
6. Marker types:
5. Use marker body and cover manufactured from polyurethane material.
4. Remove markers after permanent pavement marking is installed.
3. Remove protective covers immediately after seal coat is applied.
removed manually.
2. Attach cover to vertical part of marker so traffic does not cause it to detach, but it can be easily
1. Install lane line markers as shown, prior to beginning the seal coat.
Notes:
New Design Engr PE Stamp
Updated to active voice
10-03-19
9-27-17
REVISIONS
DATE CHANGE
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 originally10-3-13
LANE MARKERS D-704-3(Spotting Tab for Seal Projects only)
4683
Kirk J Hoff,
10/03/19
Top Post Receiver Data Table
A B C D E FSizes (B)
Square Post
Perforated Tube
Slip Base Assembly
Multi-Directional
Bolt Retainer for Base Connection
Ground line
Ground line
12"
25"
15"
3"
4"
"21
"87
"211
2"
2"
"211
"43
1"
"212
8"
"1696
"16155
"16156
"43
60"
6"
6" 6"
3" 3"
4"
24"
1"
1"
12"
6" 6"
7"
1"
1"
"16115
12"
"3293 "32
93
"1652
"833
"1611
"16115
D
E
E
F
"1652
"833
"1611
"1671
"3293 "32
93
"1696
C
A
A
B
A A
60^
6" dia.
6" dia.
6" dia.
9" 9"
60^
Traffic Flo
w
Anchor unit
Ground line
Anchor unit
Post sleeve
"214
Traffic Flo
w
"1671
of Posts
Number
Gauge
ness
Thick-
Wall
Gauge
ness
Thick-
Wall
Base
Slip Gauge
Standard
U.S.
1
1
1
1
1
1
2
2
2
3 & 4
3 & 4
3 & 4
3 & 4
3 & 4
2 12
12
12
12
12
12
12
12
12
12
10
10
10
12
12
12
12
10
No
No
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
0.105
0.105
0.105
0.135
0.135
12
12
12
12
10
10
1.702
2.416
2.773
3.432
3.141
4.006
0.129
0.372
0.561
0.605
0.804
0.979
0.380
0.590
0.695
0.841
0.803
1.010
0.172
0.372
0.499
0.590
0.643
"3291
"6491
"212
"212
"1653
"3213
"85
"3225
"32211
"64331
"431
"871
"x10 ga.212
"x10 ga.1632
"-13 gr. 8 serrated flange nut21
" U.S.S. steel flat washer21
" stainless release bushing21
" U.S.S. steel flat washer21
" gr. 8 flange bolt43"x22
1
"83
"163
"83
washer and lock washer
" dia. bolt with83
and lock washer or rivet
" dia. bolt with washer83
and lock washer
" dia. bolt with washer83
" dia.169
" dia.212
" Reprocessed Teflon321Bolt Retainer-
in.
of Inertia
Moment
2 x 2
(A)
Telescoping Perforated Tube
163 x 216
32
21 x 22
12
21 x 22
12
41 x 24
12
21 x 12
11
4 2 3in.
Modulus
Section
in.
Sec. Area
Cross
in.
Size
Post
in.
Size
Sleeve
in.
Base
Slip
without
Size
Anchor
412
212
412
412
1632
412
212
212
412
212
412
212
212
212
212
412
212
in.
Thickness
Wall
lbs.
per Foot
Weight
2
2
412
212
2 12 Yes212
2 12 Yes412
2 12 12 Yes4122
12
2 12
10
3
2
No
No
0.105
0.785
Anchor unit
" teflon bolt retainer321
4" max.
4" max.
Anchor Unit and Post Assembly
Top Post Receiver
Bottom Soil Stub
in.
Size
Tube
Properties of Telescoping Perforated Tube
60"
"165R=
"165R=
and Post Sleeve Assembly
Slip Base Anchor Unit
Multi-Directional
Plate - ASTM A572 grade 50
Stabilizing Wing - 7 gauge H.R.P.O. ASTM A1011
Tube - 3"x3"x7 gauge ASTM A500 grade B tube
" ASTM A36 structural angle83"x2
1"x221Angle Receiver - 2
Plate - ASTM A572 grade 50
5. Provide more than 7' between the first and fourth posts of a four post sign.
4. In concrete sidewalk, use same anchor without wings.
measurement above and below post location and back and ahead of post.
3. Provide 4" vertical clearance for anchor or breakaway base. Measure the 4"x60"
2. Use anchor with 43.9 KSI yield strength and 59.3 KSI tensile strength.
1. Torque slip base bolts as specified by manufacturer.
Notes:
post installation)
anchor plate (one
Minimum 10 guage
post installation)
anchor plate (two
Minimum 10 guage
"x10 ga.21"x10 ga. into 216
3(B) For additional wind load, insert the 2
(A) Use breakaway base when support is placed in weak soils. Engineer determines if soils are weak.
New Design Engr PE Stamp
Updated to active voice
10-03-19
9-27-17
2-28-14
4683
BREAKAWAY SYSTEMS FOR CONSTRUCTION ZONE SIGNS D-704-7
Kirk J Hoff,
10/03/19
REVISIONS
DATE CHANGE
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
Front View Side View
Anchor unit
Ground line1"
"43 1" 4" 1.938" 8.562" .875"
1"
.375".375"
17.125"
1"
U-Channel Post
Retainer strap
Anchor unit
4"
38"
42"
Ground line
38"
4"
Retainer Strap Detail
Sign post
Sig
n p
ost
Sig
n p
ost
Anchor unit
Back View
Sign post
Ground line
Sign post
Ground line
16" min.
18" min.
2" max.
Alternate A
Breakaway U-Channel Detail
Detail A
(see detail)
Retainer strap
See Detail A
See Alt. A Note 4
See Alt. A Note 1c
(see Alt. A Note 1b)
Retainer strap
(see Alt. A Note 3)
and lock washer
Grade 8 bolt, nut,
(see Alt. A Note 3)
and lock washer
Grade 8 bolt, nut,
18"
Note 4
See Alt. Aanchor unit
and on back side of
front side of sign post
Retainer strap is on
(60" min.)
Anchor unit
(42" min.)
Anchor unit
lock washers
lock nuts and
2- bolts grade 5,
lock washers
lock nuts and
2- bolts grade 5,
lock washers
lock nuts and
2- bolts grade 5,
lock washers
lock nuts and
2- bolts grade 5,
(2.5 and 3 lb/ft)
Alternate C
Breakaway U-Channel Splice Detail
(2.5 and 3 lb/ft)
Alternate B
Breakaway U-Channel Splice Detail
Install a maximum of 3 posts within 7'. Install a maximum of 3 posts within 7'.
Install a maximum of 2 posts within 7'.
bolts have full contact across the entire width.
5. Properly nest base post, strap, and sign post. Proper nesting occurs when all flat surfaces of the base post, strap, and sign post at the
"x2" bolt (this fastens sign post to retainer strap).1654. Complete assembly by tightening
b) Alternately tighten two connector bolts.
"x2" bolt, lock washer and nut in bottom of sign post to facilitate alignment of sign post with proper hole in anchor unit.165a) Place 3.
b) Rotate strap to vertical position.
a) Drive anchor unit to 4" above ground.2.
d) Rotate strap 90° to left.
"x2" bolt, lock washer and nut.165c) Assemble strap to back of anchor unit using
b) Establish proper assembly by lining up bottom hole of retainer strap with 6th hole from the top of the anchor unit.
a) Drive anchor unit to within 12" of ground level. 1.
Alternate A Steps of Installation:
New Design Engr PE Stamp
Updated to active voice
10-03-19
9-27-17
REVISIONS
DATE CHANGE
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
4683
BREAKAWAY SYSTEMS FOR CONSTRUCTION ZONE SIGNS D-704-8
Kirk J Hoff,
10/03/19
3.15" 29.7" 3.15"
36"
4.5"
9"B
4.5"
18"
New Design Engineer PE Stamp
Added sign & background color
10-03-19
8-17-17
Background: orange
Legend: black (non-refl)
48"
"216"8
75
"83
"85
"211R
24"
"433
"433
"214
6"C
6"C
20""4119
"4316 18"
2""212
Background: orange
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
4683
CONSTRUCTION SIGN DETAILS D-704-9TERMINAL AND GUIDE SIGNS
Kirk J Hoff,
10/03/19
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
4683
CONSTRUCTION SIGN DETAILS
REGULATORY SIGNS
Kirk J Hoff,New Design Engineer PE Stamp
Revised sign number
10-03-19
8-17-17
10/03/19
6"C
6"C
6"C
"411
"43
48"
48"
W8-56-48
Background: orange
Legend: black (non-refl)
"8112"16
312
"16151112"
"871314"
WORD LETTER SPACING
AHEAD Standard
Standard
Standard
Standard
Standard
200 FT
350 FT
500 FT
1000 FT
1500 FT
MILE21
1 MILE
* DISTANCE MESSAGES
"213
"213 Reduce 40%
Reduce 40%
Reduce 50%
ARROW DETAILS
Background: orange
Legend: black (non-refl)
W5-8-48
48"
48"
"879"8
79
"16116"16
116
"16111"16
111
"16119
"16119
"412
6"D
6"D
6"D
6"D
"214
"214
"214
W9-3a-48
48"
W5-9-48
Background: orange
Legend: black (non-refl)
"1691
48"6"D
6"D
6"D
6"D
3"
3"
3"
"8310"8
310
3"
"1617
6"C
6"C
6"C
"213
"213
48"
48"
W8-53-48
Background: orange
Legend: black (non-refl)
"16151112"
"16515"8
315
"871314"
"411
"43
"43
"411
"43
"411
6"C
6"C
"213
"213
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
48"
48"
17"17"
14""161513
7"C
6"C
"1693
"1693
DETAILS
See ARROW
"161310"16
1310
"16116"16
116
"8110"8
110
"212
*
*
"212
"213
"213
3"R 3"R 3"R
3"R3"R
3"R
"411
3"R
"43
48"
48"
W8-9a-48
Background: orange
Legend: black (non-refl)
"8511"8
511
"161519"16
1519
2"
7"C
"16134
7"D
"16134
7"D
"818
"818
48"
48"
W9-3a-48
Background: orange
Legend: black (non-refl)
20"
"8311
"161313
"161313
3"R
"411
"43
"417
"16134
"16134
"417
"16134
W5-9-48
"852
"83
"214
"167R
"412
"811
45°
"852
"414"4
14
"874
"874
"85
19"
"858
"874
"874
"85
"852
"2110R
"2110R "16
13R
"838
40.9°
40.9°
"413
"852
"858
"1613R
New Design Engineer PE Stamp
Revised sign and arrow details
Updated sign number
10-03-19
5-31-18
8-17-17
REVISIONS
DATE CHANGE
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
4683
CONSTRUCTION SIGN DETAILS
WARNING SIGNS
Kirk J Hoff,
10/03/19
Background: orange
Legend: black (non-refl)
48"
48"
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"
48"
7"C
7"C
"411
"43
"411
Background: orange
Legend: black (non-refl)
48"
"4116"4
116
"4121"4
121
7"C
7"C
4"
"43
"411
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
48"
6"
6"
* DISTANCE MESSAGES
6"D
"873
W21-50-48
W21-51-48
"43
5"22" "21
"87183"
"1633 3"
"211R
Reduce 40%
Reduce 40%
Reduce 50%
*
"16119 "16
1111
Background: orange
Legend: black (non-refl)
48"
48"
"16919"16
919
"4114"4
114
7"C
7"C
5"
"411
W21-52-48
"43
"411
"43
7"C
4"
7"C
4"
7"C"2
13
"161312"16
1312
15"15"
48"
48"
Background: orange
Legend: black (non-refl)
3"R 3"R 3"R
3"R
3"R 3"R
"4112"4
112
W21-53-48
12"
18"
"1654
"875
"418
"16111
"1612
W16-7aP-18
Background: orange
Legend: black (non-refl)
"83
"167
"211R
3"
"1673
"1673
"211
"875
"21
"85R
30°
W16-7aP-18
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 originally5-31-18
D-704-11A
4683
CONSTRUCTION SIGN DETAILS
WARNING SIGNS
Kirk J Hoff,
11-01-19
W16-7aP-18.
Added details for sign
11/1/19
TUBULAR MARKERVERTICAL PANEL
28" min
8" to 12"
4"
4"
TRAFFIC CONE
2" min
4" to 6"
36" min
18" min
DELINEATOR DRUM
6"
3" to 4"
28" min
2"
4"
4" to 6"
More than 36"
2" to 6"
3"
3"2"