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STATE PROJECT NO. SECTION NO.
SHEETNO.
12/27/2017 11:44:51 AM sdevries
ND 2NH-4-003(015)136TABLE OF CONTENTS 1
.. .. ....
Section Page(s) DescriptionPLAN SECTIONS
1 Title Sheet12 Table of Contents14 Scope of Work16 Notes18 Quantities110 Basis of Estimate1 - 220 General Details1 - 430 Typical Sections1 - 3100 Work Zone Traffic Control1 - 2180 Pit Plats1 - 2
Number DescriptionLIST OF STANDARD DRAWINGS
NDDOT AbbreviationsD-101-1, 2,3NDDOT Utility Company and Organization AbbreviationsD-101-10Line StylesD-101-20, 21SymbolsD-101-30, 31,32Breakaway Systems For Construction Zone Signs - U-Channel PostD-704-8Construction Sign Details - Terminal And Guide SignsD-704-9Construction Sign Details - Regulatory SignsD-704-10Construction Sign Details - Warning SignsD-704-11Shoulder Closure TapersD-704-12Barricade And Channelizing Device DetailsD-704-13Construction Sign Punching And Mounting DetailsD-704-14Road Closure LayoutsD-704-15Terminal And Seal Coat Sign LayoutsD-704-20Detour And Roadway Diversion Sign LayoutsD-704-21Construction 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-760-3Pavement Marking Message DetailsD-762-1Pavement MarkingD-762-4Pavement Marking for Standard 90 Degree Flared Intersection-(Center Left turn Lane on Major Road)D-762-6Short-Term Pavement MarkingD-762-11
NOTES
1/2/2018 10:12:03 AM F:\MINOT\!Sam Devries\2017 Design\Design Files\006NT_001_notes.docm
STATE PROJECT NO. SECTION
NO. SHEET
NO.
ND NH-4-003(015)136 6 1
This document was originally issued and sealed by
Chad E. Beggs, Registration Number
PE-5436, on 1/2/2018 and the original document
is stored at the North Dakota Department of Transportation.
401-P01 FOG SEAL: Fog Seal after final rolling with a minimum mat temperature of 125 degrees F. Apply SS-1h or CSS-1h at a rate of 0.05 Gal/square yard. Use a dilution rate between 50/50 and 70/30 for the emulsion. Allow fog seal to penetrate and dry before opening roadway to traffic.
411-P01 MILLING: Deliver and stockpile milled material in the NDDOT Maintenance yard at 501
Jackson Ave, Harvey, ND 58341. Contact Project Engineer 24 hours prior to milling to discuss location for stockpiling milled material.
Include all costs to perform this work in the price bid 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-704-12;
2. Standard D-704-15, layout A;
3. Standard D-704-20, layout G
4. Standard D-704-22, layouts K and L; and
5. Standard D-704-26, layouts CC, EE, and GG.
When installing layout G from Standard D-704-20, move sign W-3-5-48 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.
706-P01 BITUMINOUS LABORATORY: Supply a copy machine, with reduction capabilities, and toner. Provide and set up wireless internet before lab is in use. Include cost for these items in the price bid for “Bituminous Laboratory”.
760-P01 RUMBLE STRIPS: Fog centerline rumble strips two times. Reverse direction of application on second pass, for a total oil application of 0.075 Gallons/Square Yard. Include all cost for fogging the rumble strips in the contract unit price for 760-0007 “RUMBLE STRIPS– ASPHALT CENTERLINE”
762-050 PAVEMENT MARKING: If the Engineer and Contractor agree, plan quantity will be used as the measurement for payment for pavement marking items.
ESTIMATE OF QUANTITIESSTATE PROJECT NO. SECTION
NO.SHEETNO.
ND 8 NH-4-003(015)136 1
SPEC CODE ITEM DESCRIPTION UNIT MAINLINE TOTAL---- ---- ---------------- ---- ------------ -----
103 0100 CONTRACT BOND L SUM 1 1
216 0100 WATER M GAL 50 50
230 0125 SHOULDER PREPARATION MILE 41.2 41.2
302 0356 AGGREGATE SURFACE COURSE CL 13 TON 260 260
401 0050 TACK COAT GAL 23,345 23,345
401 0070 FOG SEAL GAL 16,184 16,184
411 0105 MILLING PAVEMENT SURFACE SY 5,750 5,750
430 0043 SUPERPAVE FAA 43 TON 48,583 48,583
430 1000 CORED SAMPLE EA 222 222
430 5803 PG 58S-28 ASPHALT CEMENT TON 2,900.5 2,900.5
702 0100 MOBILIZATION L SUM 1 1
704 0100 FLAGGING MHR 250 250
704 1000 TRAFFIC CONTROL SIGNS UNIT 1,877 1,877
704 1067 TUBULAR MARKERS EA 245 245
704 1185 PILOT CAR HR 100 100
706 0550 BITUMINOUS LABORATORY EA 1 1
706 0600 CONTRACTOR'S LABORATORY EA 1 1
760 0005 RUMBLE STRIPS - ASPHALT SHOULDER MILE 39.74 39.74
760 0007 RUMBLE STRIPS - ASPHALT CENTERLINE MILE 19.87 19.87
760 0010 RUMBLE STRIPS - INTERSECTION SET 1 1
762 0430 SHORT TERM 4IN LINE-TYPE NR LF 54,366 54,366
762 1104 PVMT MK PAINTED 4IN LINE LF 271,923 271,923
ESTIMATE NUMBER: 18171 RUN DATE: 01/02/2018 TIME: 12:45:22
BASIS OF ESTIMATE
1/2/2018 12:52:33 PM F:\MINOT\!Sam Devries\2017 Design\Design Files\010BE_001_basest(002).docm
STATE PROJECT NO. SECTION
NO. SHEET
NO.
ND NH-4-003(015)136 10 1
This document was originally issued and sealed by
Chad E. Beggs, Registration Number
PE-5436, on 1/2/2018 and the original document
is stored at the North Dakota Department of Transportation.
Typical Section A Typical Section B Approaches
Area = 5.67 SF Area = 6.67 SF Area = varies
Material Unit Width Qty. Width Qty.
Totals (ft) per Mile (ft) per Mile
Tack Coat @ 0.05 Gal/SY
Gal 36 1,056 40 1,173 1,118 (0.10 Gal./SY on
milled areas)
Superpave FAA 43 Ton 32 / 2
sloughs 2,218 40 2,607 1,848
PG 58S-28 Asphalt Cement @ 6.0%
Ton ---- 133 ---- 157 111
Fog Seal Gal 26 763 40 1,173 -
Aggregate Class 13 Ton --- --- 260
Permanent Pavement Marking (4 Inch Line)
Perm. Barrier LF 28,084
Skips LF 26,281
Lt & Rt Edgeline 10,560 LF/mile
217,557
Total 4" Line 271,922
Temporary Pavement Markings (4 Inch Line)
Barrier LF 28,084
Skips LF 26,281
Total LF Paint 54,365
Milling
Location Dimension Square Yards
157.317 100 x 36 400
154.458 100 x 36 400
154.442 100 x 36 400
136.295 100 x 40 444
Old US 52 100 x 30 333
Hurdsfield 16 x 2122 3772
Total 5750
HBP Cored Samples
A B C D
Specification Section Lanes Lifts Distance (Feet) Sublots (A x B x C)/ 2000 Quantity (D x 2) Quantity (1 per Mile) Unit
430.04.1.2.b(1)"General" 2 1 110,901 111 222 - EA
430.04.1.2.b(2)Pavement Thickness Determination Cores
1 EA
Total 222 222 EA
Rumble Strips
RP Miles Slotted at
Intersection Centerline Edgeline
157.366-154.458* 2.908 5.816 -
154.442-137.478 16.964 33.928 -
157.366 - - 1
* Break for bridge exception
BASIS OF ESTIMATE
1/2/2018 10:13:45 AM F:\MINOT\!Sam Devries\2017 Design\Design Files\010BE_001_basest(002).docm
STATE PROJECT NO. SECTION
NO. SHEET
NO.
ND NH-4-003(015)136 10 2
This document was originally issued and sealed by
Chad E. Beggs, Registration Number
PE-5436, on 1/2/2018 and the original document
is stored at the North Dakota Department of Transportation.
Double Barrier
Begin No Pass (RP) End No Pass (RP) Length (M) Length (FT)
136.295 136.481 0.186 982
136.497 136.661 0.164 866
136.677 136.868 0.191 1,008
137.832 137.911 0.079 417
138.025 138.181 0.156 824
143.551 143.680 0.129 681
144.825 144.865 0.040 211
154.412 154.512 0.100 528
157.317 157.366 0.049 259
Total 5,776
x2 11,553
Barrier Striping
Direction Begin No Pass (RP) End No Pass (RP) Length (M) Length (FT)
NP SB 136.868 136.912 0.044 232
NP NB 137.156 137.281 0.125 660
NP SB 137.356 137.544 0.188 993
NP NB 137.608 137.832 0.224 1,183
NP SB 137.911 138.025 0.114 602
NP SB 138.181 138.421 0.240 1,267
NP NB 140.461 140.569 0.108 570
NP SB 140.629 140.873 0.244 1,288
NP NB 141.172 141.355 0.183 966
NP SB 141.380 141.598 0.218 1,151
NP NB 143.124 143.551 0.427 2,255
NP SB 143.680 143.869 0.189 998
NP NB 144.681 144.825 0.144 760
NP SB 144.865 145.060 0.195 1,030
NP NB 154.267 154.412 0.145 766
NP SB 154.512 154.661 0.149 787
NP NB 157.123 157.317 0.194 1,024
Total 16,532
SECTION SHEET
NO. NO.
100 1
D3-36 36"x6" STREET NAME SIGN (Sign and installation only) 6 48"x48" SHOULDER WORK
G20-1-60 60"x24" ROAD WORK NEXT __ MILES 2 34 68 48"x48" RIGHT or LEFT SHOULDER CLOSED
G20-1b-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 AHEAD
G20-4-36 36"x18" PILOT CAR FOLLOW ME (Mounted to back of pilot car) 1 18 18 48"x48" BRIDGE PAINTING AHEAD or __ FT.
G20-10-108 108"x48" CONTRACTOR SIGN 2 64 128 48"x48" MATERIAL ON ROADWAY
G20-50a-72 72"x36" ROAD WORK NEXT __ MILES RT & LT ARROWS 1 37 37 48"x48" FRESH OIL LOOSE ROCK
G20-52a-72 72"x24" ROAD WORK NEXT __ MILES RT or LT ARROW 4 30 120 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 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 ARROW RIGHT or LEFT 23
M5-1-21 21"x15" ARROW AHD AND RT or LT(Mounted on route marker post) 7
M5-2-21 21"x15" ARROW AHD UP & RT or LT (Mounted on route marker post) 7
M6-1-21 21"x15" ARROW RT or LT (Mounted on route marker post) 7
M6-2-21 21"x15" ARROW UP & RT or LT (Mounted on route marker post) 7
M6-3-21 21"x15" ARROW AHD (Mounted on route marker post) 7
R1-1-48 48"x48" STOP 32
R1-1a-18 18"x18" STOP and SLOW PADDLE Back to Back 2 5 10
R1-2-60 60"x60" YIELD 29
R2-1-48 48"x60" SPEED LIMIT __ 8 39 312
R2-1a-24 24"x18" MINIMUM FEE $80 (Mounted on Speed Limit post) 4 10 40 SPECIAL SIGNS
R3-7-48 48"x48" LEFT or RIGHT LANE MUST TURN LEFT or RIGHT 35
R4-1-48 48"x60" DO NOT PASS 2 39 78
R4-7-48 48"x60" KEEP RIGHT SYMBOL 39
R5-1-48 48"x48" DO NOT ENTER 35
R6-1-36 36"x12" ONE WAY RIGHT or LEFT 13
R7-1-12 12"x18" NO PARKING 11
R10-6-24 24"x36" STOP HERE ON RED 16
R11-2-48 48"x30" ROAD CLOSED 28
R11-2a-48 48"x30" STREET CLOSED 28
R11-3a-60 60"x30" ROAD CLOSED __ MILES AHEAD LOCAL TRAFFIC ONLY 31
R11-3c-60 60"x30" STREET CLOSED __ MILES AHEAD LOCAL TRAFFIC ONLY 31
R11-4a-60 60"x30" STREET CLOSED TO THRU TRAFFIC 31
W1-3-48 48"x48" RIGHT or LEFT SHARP REVERSE CURVE ARROW 35
W1-4-48 48"x48" RIGHT or LEFT REVERSE CURVE ARROW 35
W1-4b-48 48"x48" DOUBLE RIGHT or LEFT REVERSE CURVE ARROW 35
W1-6-48 48"x24" LARGE ARROW 26
W3-1-48 48"x48" STOP AHEAD SYMBOL 35
W3-3-48 48"x48" SIGNAL AHEAD SYMBOL 35 TRAFFIC CONTROL SIGNS TOTAL UNITS
W3-4-48 48"x48" BE PREPARED TO STOP 4 35 140
W3-5-48 48"x48" SPEED REDUCTION AHEAD 4 35 140
W4-2-48 48"x48" RIGHT or LEFT LANE TRANSITION SYMBOL 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 SYMBOL 35
W8-1-48 48"x48" BUMP 6 35 210
W8-3-48 48"x48" PAVEMENT ENDS 35
W8-7-48 48"x48" LOOSE GRAVEL 35
W8-9a-48 48"x48" SHOULDER DROP-OFF 35
W8-11-48 48"x48" UNEVEN LANES 2 35 70
W8-12-48 48"x48" NO CENTER STRIPE 35
W8-53-48 48"x48" TRUCKS ENTERING HIGHWAY 35
W8-54-48 48"x48" TRUCKS ENTERING AHEAD or __ FT. 4 35 140
W8-55-48 48"x48" TRUCKS CROSSING AHEAD or __ FT. 35
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 SYMBOL 35
W13-1-24 24"x24" __ MPH ADVISORY SPEED PLATE (Mounted on warning sign post) 11
W13-4-48 48"x60" RAMP ARROW 39
W14-3-48 48"x36" NO PASSING ZONE 23
W20-1-48 48"x48" ROAD WORK AHEAD or _FT or _ MILE 4 35 140
W20-2-48 48"x48" DETOUR AHEAD or __ FT 35
W20-3-48 48"x48" ROAD or STREET CLOSED AHEAD or __ FT. 35
W20-4-48 48"x48" ONE LANE ROAD AHEAD or __ FT. 35
W20-5-48 48"x48" RIGHT or LEFT LANE CLOSED AHEAD or __ FT. 35
W20-7a-48 48"x48" FLAGGING SYMBOL 4 35 140
W20-7k-24 24"x18" __ FEET (Mounted on warning sign post) 10
W20-8-48 48"x48" STREET CLOSED 35
W20-51-48 48"x48" EQUIPMENT WORKING 35
W20-52-54 54"x12" NEXT __ MILES (Mounted on warning sign post) 4 12 48
W21-1a-48 48"x48" WORKERS SYMBOL 35
W21-2-48 48"x48" FRESH OIL 35
W21-3-48 48"x48" ROAD MACHINERY AHEAD or __ FT 35
704-1041
TRAFFIC CONES
762-0430
772-2110
ATTENUATION DEVICE-TYPE B-65
ATTENUATION DEVICE-TYPE B-70
EACH
704-3510
762-0200
704-1081
704-1085
704-1086
704-1050
704-1051
704-1052 TYPE III BARRICADES
TYPE I BARRICADES
TYPE II BARRICADES
SEQUENCING ARROW PANEL - TYPE C - CROSSOVER
TYPE B FLASHERS
OBLITERATION OF PVMT MK
PORTABLE PRECAST CONCRETE MED BARRIER
PRECAST CONCRETE MED BARRIER - STATE FURNISHED
RAISED PAVEMENT MARKERS
SHORT TERM 4IN LINE - TYPE R
704-1088
704-1095
704-1500
704-3501
TUBULAR MARKERS
DELINEATOR
762-0420
704-1060 DELINEATOR DRUMS
SEQUENCING ARROW PANEL - TYPE A
SEQUENCING ARROW PANEL - TYPE B
SEQUENCING ARROW PANEL - TYPE C
SPEC & CODE
DESCRIPTION
FLAGGING704-0100 MHR
704-1000
SPEC &
CODEUNIT
SF
LF
EACH
EACH
LF
EACH
LF
FLEXIBLE DELINEATORS
SHORT TERM 4IN LINE - TYPE NR
FLASHING BEACON - POST MOUNTED
704-1044
704-1043
ATTENUATION DEVICE-TYPE B-55
704-1065
704-1067
704-1070
704-1072
704-1087
VERTICAL PANELS - BACK TO BACK
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
245
EACH
EACH
EACH
EACH
EACH
EACH
EACH
QUANTITY
250
SIGN
NUMBER
SIGN
SIZEDESCRIPTION
AMOUNT
REQUIRED
W21-5b-48
W21-6a-48
W21-50-48
W21-51-48
W21-5a-48
W22-8-48
UNITS
PER
AMOUNT
UNITS
SUB
TOTAL
SIGN
NUMBER
35
35
35
SIGN
SIZE
W21-5-48
DESCRIPTION
35
NH-4-003(015)136
UNITS
PER
AMOUNT
35
11
35
AMOUNT
REQUIRED
NOTE:
If additional signs are
required, units will be
calculated using the formula
from Section III-19.06 of the
Design Manual.
http://www.dot.nd.gov/
1877
STATE
ND
PROJECT NO.
35
This document was
originally issued
and sealed by
Chad E. Beggs,
Registration Number
PE-5436,
on 1/2/18 and the
original document
is stored at the North Dakota
Department of Transportation.
54366
Traffic Control Devices List
UNITS
SUB
TOTAL
1/2/2018 11:25 AM F:\MINOT\!Sam Devries\2017 Design\Design Files\100WZ_001_TCDL.xlsm VERSION: 4.4.2008
STATE SECTION NO.
SHEET NO.
ND 180 2
1 2.0 2.0 gr SiCl 0 8 19 30 SiCl 11 2.0 5.0 gr 0 10 20 30 +gr 25 0.5 5.5 Fgr 2 12 23 34 +gr 37 1.0 5.0 gr 1 15 25 36 rk1.0 sd SiCl 1.0 Fgr 2.0 gr 4.0 Fgr
2 1.0 11.0 Fgr 2 9 20 31 +gr 4.0 gr 1.0 Fgr 1.0 gr1.0 FgrSiCl 1.0 Fgr 2.0 gr 2.0 Fgr1.0 Fgr 1.0 gr 3.0 Fgr 4.0 gr2.0 FgrSiCl 1.0 Fgr 3.0 gr 38 1.0 7.0 gr 0 9 19 28 SiCl1.0 gr SiCl 2.0 FgrSiCl 3.0 Fgr 4.0 Fgr2.0 gr 3.0 Fgr 26 0.5 7.5 gr 0 11 19 30 +gr 1.0 gr1.0 gr SiCl 12 2.0 1.0 gr 0 3 15 28 +gr 2.0 Fgr 4.0 Fgr
3 0.5 10.5 Fgr 0 3 8 14 +gr 10.0 Fgr 2.0 gr 1.5 sd sh2.0 gr SiCl 1.0 gr 2.0 Fgr 39 0.5 9.5 gr 1 8 18 27 +gr7.0 gr 1.0 FgrSiCl 1.0 gr 3.0 Fgr
4 1.0 5.0 FgrSiCl 0 0 6 11 +gr 5.0 Fgr 5.0 Fgr 2.0 gr1.0 Fgr 13 0.5 5.5 Fgr 1 6 14 24 SiCl 27 0.5 6.5 gr 4 17 29 40 +gr 5.0 Fgr1.0 FgrSiCl 9.0 gr 5.0 Fgr 40 1.5 3.5 Fgr 0 5 13 22 +gr
10.0 Fgr 3.0 Fgr 1.0 gr 2.0 gr2.0 FgrSiCl 14 2.0 3.0 Fgr 0 8 22 36 SiCl 2.0 Fgr 10.0 Fgr
5 1.0 3.0 gr 0 2 8 18 SiCl 2.0 gr 1.5 Fgr sh 3.0 sd 2.0 Fgr 15 1.0 3.0 Fgr 0 1 4 7 SiCl 3.5 CGr 41 1.5 2.5 gr 0 4 13 21 +gr3.0 gr 3.0 sd sh 28 0.5 4.5 Fgr 4 14 25 34 rk 1.0 Fgr2.0 Fgr 2.0 gr 1.0 gr 2.0 gr2.0 gr SiCl 16 0.5 9.5 Fgr 0 4 11 19 SiCl 6.0 Fgr 6.0 Fgr1.0 Fgr 2.0 gr 3.5 gr 2.0 Fgr sh
6 1.0 1.0 FgrSiCl 0 3 10 20 SiCl 17 1.0 3.0 Fgr 2 23 36 48 rk 29 2.0 11.0 Fgr 1 11 18 27 rk 1.0 gr6.0 Fgr 5.0 gr 2.0 Fgr sh 42 0.5 2.5 Fgr 0 3 10 16 +gr3.0 FgrSiCl 18 1.0 11.0 Fgr 0 3 8 17 SiCl 2.5 CGr 1.0 gr2.5 Fgr 1.0 gr 30 2.0 9.0 Fgr 0 3 10 18 SiCl 6.0 Fgr1.5 FgrSiCl 19 1.5 11.5 Fgr 0 5 9 17 SiCl 1.0 sd sh 2.0 Fgr sh
7 0.5 1.5 gr 0 0 5 11 SiCl 20 0.5 19.5 Fgr 0 1 7 15 +gr 31 2.0 14.0 Fgr 0 2 9 17 SiCl 1.0 Fgr8 0.5 2.5 gr 0 5 13 22 +gr 21 2.0 2.0 gr 0 10 19 27 +gr 32 2.0 11.0 Fgr 0 4 12 21 SiCl 1.0 Fgr sh
1.0 Fgr 2.0 Fgr 1.0 sd 1.0 FS1.0 gr 3.0 gr 4.5 Fgr 1.0 Fgr sh2.0 FgrSiCl 1.0 Fgr 33 0.5 11.5 Fgr 0 0 3 10 SiCl 0.5 Fgr2.0 Fgr 2.0 gr 1.0 Fgr sh 1.5 Fgr sh2.0 FgrSiCl 5.0 Fgr 6.0 Fgr 2.0 sd5.0 Fgr 1.0 sd sh 34 3.0 5.0 Fgr 0 2 6 12 +gr 43 1.0 4.0 Fgr 2 6 14 23 +gr1.0 gr CoS 1.0 Fgr 1.0 sd 3.0 gr3.0 Fgr 1.0 sd 3.0 Fgr 12.0 Fgr
9 0.5 2.5 gr 0 13 24 34 +cave 22 1.5 12.5 Fgr 0 3 9 18 SiCl 1.0 CS2.0 FS 23 2.0 8.5 Fgr 0 2 8 15 SiCl 3.0 Fgr2.0 Fgr 0.5 sd 1.0 sd2.0 gr 2.5 Fgr 3.0 Fgr 74 TWP 145 SEC1.0 gr CoS 24 1.0 6.0 gr 3 11 22 34 +gr 35 2.0 10.0 Fgr 0 1 4 9 SiCl1.0 gr 1.0 Fgr 36 2.0 12.0 Fgr 1 11 19 27 +gr4.0 CGr 6.0 gr 1.0 FgrSiCl
10 0.5 2.5 gr 0 6 15 27 SiCl 2.0 CGr 2.0 sd sh PROSPECTED BY2.0 Fgr 4.0 gr 1.0 sd1.0 gr 2.0 gr INSPECTED & APPROVED5.0 Fgr
PROJECT NO.
Test Hole No.
Sheridan
% Retained on 3/8" Screen
% Retained
on ¾" Screen
% Retained
on ¾" Screen
% Retained
on ¾" Screen
% Retained on 1½" Screen
% Retained on 1½" Screen
Depth of Stripping
(Ft)
Test Hole No.
Test Hole No.
Test Hole No.
% Retained on 1½" Screen
Depth of Material (Ft)
Depth of Material (Ft)
Depth of Stripping
(Ft)
Depth of Stripping
(Ft)
% Retained
on #4 Screen
% Retained
on #4 Screen
% Retained
on #4 Screen
% Retained on 3/8" Screen
% Retained on 3/8" Screen
% Retained on 3/8" Screen
Depth of Material (Ft)
% Retained
on ¾" Screen
% Retained on 1½" Screen
Depth of Material (Ft)
Depth of Stripping
(Ft)
NH-4-003(015)136
PIT LOGGING BY TEST HOLES PIT LOGGING BY TEST HOLES PIT LOGGING BY TEST HOLES PIT LOGGING BY TEST HOLESBottom of Test Hole
Bottom of Test Hole
Bottom of Test Hole
% Retained on #4 Screen
NE 1/4 13
May-17COUNTY
RANGE
Rogstad/Usher
Jeffrey Swank Jun-17
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
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
07/01/14
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 concrete cement Portlandrecycled
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 System Information WeatherRoadway
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 SpecificationsStandard
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 InternationalSystems
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 Motion InWeigh
W West
WB Westbound
Wrng wiring
W/ with
W/o without
WC cornerwitness
WGS System GeodeticWorld
Z zenith
SA special assembly
SN 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 originally
NDDOT ABBREVIATIONS D-101-3
07-01-14
2930
Roger Weigel,
07/01/14
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
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
Edge Drain
Geotextile Fabric Type D
Existing Electrical
Existing Fiber Optic Line
Existing TV Fiber Optic
Existing Gas Pipe
Geogrid
Existing Overhead Utility Line
Existing Power
Existing Fuel Pipeline
Existing Undefined Above Ground Pipe Line
Geotextile Fabric Type R
Geotextile Fabric Type R1
Remove Line
Geotextile Fabric Type RR
Geotextile Fabric Type S
Floating Silt Curtain
Existing Telephone Line
Existing TV Line
Existing Assumed Ground (Not Surveyed)
Tentative Ground Line
Existing Water or Steam Line
Existing Under Drain
Under Drain
Wall
Existing Slotted Drain
Existing Cemetary Boundary
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
Existing Box Culvert Bridge
Existing Concrete Surface
Existing Drainage Structure
Easement
Existing Concrete
Existing Easement
Existing Gravel Surface
Existing Aggregate (Cross Section View)
Existing Curb and Gutter (Cross Section View)
Existing Riprap
Existing Underground Vault or Lift Station
Tangent Line
Hidden Object
Existing Dirt Surface
Existing Conduit
Topsoil Profile
Existing Conductor
Conductor
Fiber Optic
Existing Loop Detector
Subgrade, Subcut or Ditch Grade
Existing Asphalt Surface
Existing Asphalt (Cross Section View)
Existing Reinforcement Rebar
Existing Tie Point Line
Existing State or International Line
Existing Quarter Section Line
Existing County
Existing Section Line
Existing Township
Existing Railroad Centerline
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
Existing Guardrail Cable
Existing Guardrail Metal
Existing Edge of Water
Excavation Limits
Existing Government Lot Line
Existing Adjacent Block Lines
Existing Adjacent Lot Lines
Existing Adjacent Property Line
Existing Adjacent Subdivision Lines
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,
D-101-20
07-01-14
07/01/14
Subgrade Reinforcement
Existing Down Guy Wire Down Guy
Existing Fence
Existing Railroad
Existing Sanitary Force Main
Existing Storm Drain
Existing Storm Drain Force Main
Fence
Silt 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
Tie Bar at Random Spacing
3-Cable w Posts
Existing 3-Cable w Posts
Site Boundary
Fiber Rolls
Doweled Joint
Tie Bar 30 Inch 4 Foot Center to Center
Tie Bar 18 Inch 3 Foot Center to Center
Existing Berm, Dike, Pit, or Earth Dam
Existing Ditch Block
Depression Contours
Existing City Corporate Limits or Reservation Boundary
Gravel Pit - Borrow Area
Existing Tree Boundary
Tree Row
Existing Brush or Shrub Boundary
Existing Retaining Wall
Existing Planter or Wall
Retaining Wall (Plan View)
Sheet Piling
W-Beam w Posts
Existing W-Beam Guardrail with Posts
Exst Wet Area-Vegetation Break
Existing Wetland DelineatedExisting Sanitary Sewer
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,
07/01/14
D-101-21
07-01-14
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
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
Arrow Panel
Sequencing
Arrow Panel
Sequencing
Delineator Drum Sequencing Arrow Panel
KEY
(when shoulder is 8' or wider)
SHOULDER CLOSURE WITH LANE CLOSURE
PORTABLE TRAFFIC SIGNAL OR CHANGEABLE MESSAGE SIGN ON SHOULDER
Message Display
20'
2'
2'
20'
L31
2'
3'
L31Merging taper length L
20'
2'
2
L31
Delineator drums 5' spacing
3'
Edge of shoulder
Edge of driving lane
Delineator drum S spacing
Edge of driving lane
Edge of shoulder
Delineator drums 5' spacing
Edge of shoulder
Edge of driving laneDelineator drums 5' spacing
S spacing31Delineator drums
S spacing31Delineator drums
DISPLAY
MESSAGE
Portable Traffic Signal
(when shoulder is less than 8' wide)
SHOULDER CLOSURE USED WITH LANE CLOSURE
Delineator drum S spacing
Changeable Message Sign
Portable Traffic Signal or
to direct vehicular traffic to remain within the traveled way.
devices to close shoulder in advance, to delineate beginning of work space, and
3. When paved shoulders of 8 foot width or more are closed, use channelizing
used as a travel lane, use a normal merging or shifting taper.
L. If a shoulder is 312. If a shoulder taper is used, use a length of approximately
L = WS (45mph or more)
/60 (40mph or less)
L = WS
L = Taper length in feet
W = Width of offset in feet
S = Posted Speed Limit in mph1.
Notes:
9-27-17 Updated to active voice
D-704-12SHOULDER CLOSURE TAPERS
10-3-13
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
9/27/2017
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
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
SPEED LIMIT ENFORCED
MINIMUM FEE $80WHEN WORKERS PRESENT
AHEAD
ROAD
WORK
2'
3'
20'
Merging taper L
Arrow Panel
to speed limit before taperDelineator drums spacing equal speed limit on ctrs3
1to
Delineator drums spacing equal
L31
spacingdrum
delineator continue
Arrow Panel
2' 20'
SPEEDLIMIT
60XX MILE
CLOSED
RIGHT LANE SPEED
60LIMIT
SPEED
40LIMIT
MINIMUM
FEE
$80
SPEED
40LIMIT
MINIMUM
FEE
$80
SPEED
60LIMIT SPEED
70LIMIT
END
ROAD WORK
820
730
645
570
495
425
360
305
250
200
155
115
75
70
65
60
55
50
45
40
35
30
25
20
(mph)*
Speed
Min (feet)
Length
Longitudinal Buffer Space
operating speed in mph.
starting, or the anticipated
percentile speed prior to work
*Posted speed, off-peak 85th
ADVANCE WARNING SIGN SPACING
750
1000
850
720
360
280
150
A
1000
1500
1350
720
360
280
150
B
1500
2640
2200
720
360
280
150
C
Interstate/4-Lane Divided (Maintenance and Surveying)
Rural Expressway and Freeway (70 mph to 75 mph)
Urban Expressway and Freeway (55 mph to 60 mph)
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)
Urban - Low Speed (30 mph or less)
Signs Min (ft)
Distance Between Road Type
Type I barricade
Type II barricade
Type III barricade
Sign
Delineator drum
Tubular markers
Work area
Flagger
Sequencing arrow panel
KEY
AP
PR
OA
CH
Post mounted
(See note #7)
R2-1-48
panel Type C
Sequencing arrowPost mounted
W4-2(R)-48
mounted
Post
R2-1-48
Post mounted
W3-5-48Post mounted
W20-5-48Post mounted
W20-1-48
Post mounted
G20-55-96
(See note #11)
Flaggers as necessary in work area
B21 B2
1 B21 L A2
1A21100'
construction area
End of daily
1000' maxlength variesWork area
construction area
Begin daily
WORKERS IN WORK AREA
Portable
(See note #2)
W20-7-48
Post mounted
G20-2-48
Edge of shoulder
L TaperEdge of driving lane L Taper31
spaced @ 5' ctrsDelineator drums
Edge of existing driving laneEdge of existing shoulder
L Taper
to speed limit before taper
Delineator drums spacing equal
Merging taper L
Delineator drums spacing @ 5' ctrs
LEFT SHOULDER TAPER DETAIL
See Left/Right Shoulder Taper Details
(Detail Mirrored for Left Lane Closure)
RIGHT SHOULDER TAPER DETAIL
(See note #3)
R2-1-36
RIGHT LANE CLOSED
Portable
(See note #2)
R2-1-36
(See note #2)
R2-1-36
C21 C 1000'
mile21 every
Type III barricades
Portable
(See note #3)
R1-1-48
Varies
1/2 A
1/2 Bmax1000'
12. Sign G20-55-96 is not required if this standard is part of other traffic control layouts or the work is less than 15 days.
11. As an option use portable sign supports in lieu of post mounted signs in accordance with NDDOT Standard Specifications.
B.21 30 mph, install a second speed limit sign with the desired speed reduction (not to exceed 30 mph.) Place the second speed limit sign at
10. Determine the reduced speed limit dependent on the in place speed limit before construction. Where speed limits are to be reduced more than
of the diamond sign, and at such a distance above the edge that the flag does not touch the sign when limp.
9. Install flags on warning signs in urban areas when signs are not portable. Mount 24 inch square flags perpendicular to the edges
8. Cover existing speed limit signs within a reduced speed zone.
7. Re-establish the speed limit. Determine the exact speed limit in the field, dependent on location and conditions.
Use Type C on roadways with high traffic speeds and volumes (over 40 mph or over 5000 ADT).
Use Type B on roadways with moderate traffic speeds and volumes (40 mph or less and 5000 ADT or less).
Use Type A on roadways with slow moving traffic speeds and low volume (25 mph or less and 750 ADT or less).
the work area and place on the roadway surface.
6. Place sequencing arrow panels at the beginning of the taper when possible. Where shoulder width does not provide sufficient room, move the panel closer to
5. Space delineator drums for tapering traffic at the dimension "S". Space tubular markers used for tangents at 2 times dimension "S".
(WxSxS)/60 for urban, residential, and other streets with speeds of 40 mph or less.
L=Minimum length of taper, or SxW for freeways, expressways, and all other roads with speeds of 45 mph or greater, or
W=The width of taper.
S=Numerical value of speed limit or 85th percentile
4. Variables:
stop sign when the approach is on the side of the lane closure. Remove the approach speed limit sign once the main line 40 mph speed zone is moved past the approach.
3. Approaches: When the work area encompasses an approach, install a 40 mph speed limit sign to control the approach. Cover the existing stop sign and install a new portable
dependent on location and conditions.
the 40 mph speed limit and the Minimum Fee $80 signs upon completion of the work day or when workers are not present. Determine the exact speed limit in the field,
A in advance of the flagger sign and move the 60 mph speed limit sign. Cover or remove 21 flagger station so the work area is visible. Place the 40 mph speed limit sign at
2. Move the advanced flagger sign and speed limit signs as the work area moves through the construction zone. When the work area is not visible from the flagger, move the
1. Install advance signs for flagging when flaggers are flagging.
Notes:
Portable
R2-1aP-24
Portable
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 originally
2930
Roger Weigel,
D-704-34
9-26-2012
SIGN LAYOUT FOR ONE LANE CLOSURE
08/17/2017
8-17-17
3-15-16
& moved Speed Limit signsUpdated notes & sign nos.and updated notesRemoved Do Not Pass signs
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
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
STOP
JCT
XX
Thro
ugh
Hig
hway
25’-4"
25’
‘ Roadway
15’-4"
15’
4"
8"
Driving Lane
Edge of
600’ Minimum to 1200’ Desirable
15’50’
15’ 15’50’
15’
350’ Desirable150’ Minimum
25’
100’
25’Driving LaneEdge of
‘
24" White Stop Bar
�" Min. to �" Max.
250’
(Existing)Stop Sign
(Existing)Jct Sign
225’
12"
12"
Width Varies
SAW SLOTTED RUMBLE STRIP DETAIL
TYPICAL STOP INTERSECTION SAW SLOTTED RUMBLE STRIP LOCATION
ELEVATION
PLAN 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
SAW SLOTTED RUMBLE STRIPS AT INTERSECTIONS D-760-5
12-29-09
Roger Weigel,Saw Slotted width revised.2-22-10
7/7/14
Note 7 was added.2-25-10
Revised Notes and D-760-5.9-8-11
Deleted Notes.7-7-14
Wheel track
Wheel track
R R
CR
OSSI
NG
RO
AD
RAIL
2'-10"
"412'-10
"216'-4
"4114'-10
"834'-4
5'-9"
18'-0"
45°
10°
Curb face
of Roadway`
2'x6', 2'x8', 2'x10' or 2'x12' white line
30'
10'
Edge line
Edge line
30-40 mph
0-25 mph
and above
45 mph
8"
8"
12" 25'
15'
5'
Chevron WidthLimit
Speed
70 mph
65 mph
60 mph
55 mph
50 mph
45 mph
40 mph
35 mph
30 mph
25 mph
20 mph min. 100 ft
min. 100 ft
min. 100 ft
min. 100 ft
125 ft
175 ft
250 ft
325 ft
400 ft
475 ft
550 ft
Distance
Advance
Percentile Speed
Posted or 85th
for Railroad Warning Signs
Advance Placement Distance
45° to Traffic
Chevron Spacing
6'-4"
3'-0"
8"
2'-4"
5'-4"
1'-8"
3'-8"
4"
8"
1'-0"
8'-0"
=3'-4"R
=2'-4"R
1'-8"
16 S. F.
9'-6"
5'-0"
4'-6"
1'-0"
3'-4"
1'-2" 1'-0"
12 S. F. 41 S. F.
16" 7" 16" 7" 15" 1" 16"
8'-0"
16"
42"
22"
16"
4"
4"
4"
4" 4"
4"
4"
4"
6'-6"
22 S. F.
4"
4"4"4"
4"
4"
4"
4"16" 16"
2"16"
5"16"
16"
4"
8"
16"
8"
16"
16"
12"
8'-0"
6'-3"
6"
22 S. F.
16"4"
16"4"
16"4"
16"4"
16"4"
16"
4"
4"
4"
4"
4"4"
4" 4"
16"
4"
6"
16"
8"
16"
4"
18"
8"
34.5 S. F.
16"4"
16"4"
16"4"
16"4"
16"4"4"4"
16"4"
16"
16"
8"
4"
16"
16"
4"
16"
8"
4"
4"
4"
4"
4"
4" 4"
4" 4"
4"
4"
4"
4"
4"
4"
4"
4" 8"
46 S. F.
8'-0"
12'-0"9'-8"
8'-0"
11'-8"
3'-0"
8"
2'-8"
4"
4"
8"
5'-4" 1'-0" 5'-4"
=3'-4"R
=2'-4"R
1'-8"
8'-4"
2'-8"
3'-8"
2'-0"
2'-4"
1'-8"
2'-4"
29 S. F.
6'-0"
"431'-0
"431'-9
"431'-0
"432'-0
1'-1"
"413
4 S. F.
8"
R=3'-4"
1'-0"
1'-0"
7'-6"
3'-0"
8"
3'-4"1'-2"
4"
8'-0"
7'-5"
5'-4"
3'-8"
1'-8"
2'-4"
1'-8"
12'-9"
5'-0"
7'-9"=2'-4"R
27 S. F.
gate, if present
Stop line 8' fromstripe
barrier
4" yellow
` of driving lane
W10-1
3 Bands (12' lane) 72 S.F.
Railroad cross & 2 R's 60.5 S.F.
R15-1
Drawing D-754-81See Standard
10'
24'
60'
20' 16'
See Advanced Placement Distance table at right
2'
3.3' 6.6'16"
6' 1.6'
2'
20' max19' min
15'
Bands at right angles to pavement
4" yellow `
between lines
4" space
2'
24"
24"
24"
24"
24"
24"
24"
24"
30"
6" min to 15" max
12" min to 30" max
12" min to 30" max
30" max
unless noted otherwise.
See plans for correct message. Use white pavement markings
individual R X R symbols in each approach lane.
extend the transverse bands across all approach lanes, and use
operation on the approach to a crossing. On multi-lane roads,
Mark a three lane roadway with a centerline for two-lane approach
Notes:
20^ from edge of roadway.
Note: Rotate merge arrow
2930
REVISIONS
DATE CHANGE
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
Continental Crosswalk Detail
Centerline Pavement Marking Skip Spacing Detail
Chevron Crosshatching Table
D-762-1Pavement Marking Message Details
12-6-11
Roger Weigel,
10-17-2017
Updated to active voice.10-17-17
` 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
(No turn lanes present)
Type A
(Right Turn Lane on Major Road)
Type B
(No Center Left Turn Lane on Major Road)
(Right Turn Lane on Major Road, and Turn Lane on Minor Road)
Type C
4" Marking
8" Marking
24" Marking
4'
12'
12'
4'
4'4'
(STOP Bar)
24" Line28.8'
30'10'
4" Yellow Barrier Line
4" Yellow Barrier Line
4" Yellow Dashed Line
4" Yellow Dashed Line
24' Min. 24' Min.
See length of barrier line table (Note 2) See length of barrier line table (Note 2)
4'
12'
12'
4'
4'
4'
28.8'
30'10'
4" Yellow Barrier Line
4" Yellow Barrier Line
4" Yellow Dashed Line
4" Yellow Dashed Line
24' Min. 24' Min.
See length of barrier line table (Note 2) See length of barrier line table (Note 2)
(STOP Bar)
24" Line
4'
4'8" White Line
4" White Line
4" White Line
4" White Line
4" White Line
4" White Line
4" White Line
1.
2.
Notes
40 50 60 65 70554530
200'
35
250' 305' 360' 425' 495' 570' 645' 730'
4'
12'
12'
4'
4'
4'
28.8'
30'10'
4" Yellow Barrier Line
4" Yellow Barrier Line
4" Yellow Dashed Line
4" Yellow Dashed Line
24' Min. 24' Min.
See length of barrier line table (Note 2) See length of barrier line table (Note 2)
(STOP Bar)
24" Line
4'
4'8" White Line
4" White Line
4" White Line
4" White Line
Note 1
`
`
`
`
`
`
Right Turn Lane
Right Turn Lane Length21
Right Turn Lane Taper
Right Turn Lane Right Turn Lane Taper
Right Turn Lane Length21
16'
4" White Line
16'
4" White Line
4" White Line
16'
Install pavement message at half the turn lane length
(10' Spacing, 45^)
8" White Line
(10' Spacing, 45^)
8" White Line
(10' Spacing, 45^)
8" White Line
8" White Line
4" White Line
Line
4" White
4" Yellow Double Barrier Line to the end of Flared Intersection
4" Yellow Double Barrier Line to the end of Flared Intersection
4" Yellow Double Barrier Line to the end of Flared Intersection
Speed Limit (mph)
Minimum Length
Table for Length of Barrier Line
(Only if Turn Lane Length > 300')
Only if Turn Lane Length > 300'
Only if Turn Lane Length > 300'
Stop Sign
6'
Stop Sign
6'
Stop Sign
6'
60'
60'
Obtain barrier line length from table below (stopping sight distance.)The barrier lines have variable distances dependent on speed limit.
marking message arrow.At "T" intersections (3-leg), additionally install left turn pavement
8-17-17 Updated note & dimensioning
08/17/17
2930
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-762-5
3-29-16
PAVEMENT MARKING FOR STANDARD 90 DEGREE FLARED INTERSECTION
Roger Weigel
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
+
3’ between posts of double supports
posts of multiple supports
9’ between
0" (minimum)
12" (preferred)
width
Shoulderat mail stop
Edge of shoulder
Direction of traffic Edge of traveled way
Center line of highway
mounting socket
Flush V-wing
SIDE
SINGLE SUPPORT
Angle Leg
FRONT
2"x 2"x �"
Angle leg
Mounting socket
Flush V-wing
support frame
Formed tube
5" R
4" R
4" RDetail B
4’- 8"
ALTERNATE "A" LOCATION
Direction of travel
Edge of traveled way
Center line of highway
� graded
rdwy widthPRIVATE DRIVE APPROACH
LOCATION OF MAILBOX
ALTERNATE "B" LOCATION
R/W line
Surface shldr.Center line of approach
Varies
Mailboxes
8’ min.
Cross ro
ad
200’300’
MailboxesMailboxes
Mailboxes
Mailboxes
Stop sign
75’
100’
MAILBOX ALONG ROADWAY AT INTERSECTIONS
MINIMUM CLEARANCE DISTANCE TO NEAREST
42" to 48"
24" to 30"
FRONT
Wedge
ADAPTOR PLATE
3"
8"
1" 1�"
MOUNTING BRACKET
SIZE 2 WITH ADAPTOR PLATE
11�
"
�" steel
Adapter plate
�" steel
MOUNTING BRACKET
SIZES 1 AND 1��" �"
�" R
6�" to 8"
Variable
�"
�"
3�
"�
"
1�
"
�"
2�"2�"
1�" OD x 5"
Pipe Swaged to
with locking nut
�"x 2"- bolt
4"x �" angle
Single 2"x 4"x
4"x �" angle
Multiple 2"x 2"x
1�"
2"
1�"
2
1A
1
Size
Flush v-wing socket
of traffic
Direction
tube (.0825" wall thickness)
2�" OD thin wall formed
(also see notes 5 & 6)
See Detail A
of travel
Direction
Graded shldr.
�"x 3" bolt with
lock washer and nut
�" stove bolts
lock washer and nut
�"x �" bolt with
�" stove bolts
TYPICAL MAILBOX DIMENSIONS
�" steel
10"
Max
11.5"
8"
6.5"
Width
13.5"
10.5"
8.5"
Height
23.5"
21"
19"
Length
DETAIL B
DETAIL A
TABLE A
DETAIL C
10"
Max
Through highway
SECTION A-A
POST MOUNTING SOCKET
FLUSH V-WING
AA
and No. 2 mailboxes on multiple support frames.
apart. Do not place more than five No. 1 mailboxes, three No. 2 mailboxes, or any combination of four No. 1-A
7. Space multiple support frames a minimum of 4 feet apart. Space single support frames a minimum of 3 ft
formed tube support frame. See Detail A.
attach the adapter plate to mounting bracket. The unit will then require 4 angle connections to attach to the
6. Size 2 mailbox mounted on multiple support requires 2 each, �" by �" bolts with lock washers and nuts to
5. Install angle connection parallel to traffic flow for size 2 mailbox mounted on single posts.
4. Mailboxes installed on private drive approaches must always be located on the downstream side of the approach.
mailboxes to verify the direction of travel.
traveled by the carrier. Therefore, the Engineer shall contact the local carrier or postmaster before installing new
3. Postal regulations require that mailboxes must be located on the right-hand side of the road in the direction
Alternate "B" location if warranted by existing field conditions.
2. The preferred location for all mailboxes is the Alternate "A" location. However, the Engineer may approve the
installed in the manner and arrangement crash tested.
approved by the Federal Highway Administration may be used. Approved alternate mailbox assemblies shall be
Any other equal support system meeting the requirements of NCHRP Report 350, which has been crash tested, and
Traffic & Parking Control Co. Inc.
Tapco
1. The mailbox support and hardware details shall consist of the "V-Loc Mailbox Support System" manufactured by:
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
9/15/2010
9-15-2010
Roger Weigel,
D-766-1MAILBOX LOCATION DETAILS