unit price - dot home page 43/addendum 1 - job 43.pdfd-101-10 nddot utility company and organization...
TRANSCRIPT
SpecNo.
Amount
Description UnitApprox.Quantity
Unit Price
$$$$$ 000 $$$$$ 00
PROPOSAL FORMNorth Dakota Department of Transportation
043Page 6 of 9
11/9/2016
JobNovember 18, 2016BID OPENING:
CodeNo.
Bidder must type or neatly print unit prices in numerals, make extensions for each item, and total. Do not carry unit prices further than three (3) decimal places.
ItemNo.
Projects: SOIB-7-052(029)007 (PCN-20863) and SOIB-7-052(027)000 (PCN-18613)
Rev: BID ITEMS
FLAGGING 1,350.017 704 0100 MHR
TRAFFIC CONTROL SIGNS 3,402.018 704 1000 UNIT
TYPE I BARRICADE 21.019 704 1050 EA
TYPE III BARRICADE 16.020 704 1052 EA
PEDESTRIAN LONGITUDINAL BARRICADE 312.021 704 1055 LF
DELINEATOR DRUMS 130.022 704 1060 EA
TUBULAR MARKERS 301.023 704 1067 EA
STACKABLE VERTICAL PANELS 75.024 704 1080 EA
PILOT CAR 350.025 704 1185 HR
BITUMINOUS LABORATORY 1.026 706 0550 EA
CONTRACTOR'S LABORATORY 1.027 706 0600 EA
INLET PROTECTION-SPECIAL 15.028 708 1540 EA
REMOVE INLET PROTECTION-SPECIAL 15.029 708 1541 EA
ADJUST INLET 6.030 722 6160 EA
CURB & GUTTER-TYPE I 187.031 748 0140 LF
SIDEWALK CONCRETE 111.032 750 0100 SY
SpecNo.
Amount
Description UnitApprox.Quantity
Unit Price
$$$$$ 000 $$$$$ 00
PROPOSAL FORMNorth Dakota Department of Transportation
043Page 7 of 9
11/9/2016
JobNovember 18, 2016BID OPENING:
CodeNo.
Bidder must type or neatly print unit prices in numerals, make extensions for each item, and total. Do not carry unit prices further than three (3) decimal places.
ItemNo.
Projects: SOIB-7-052(029)007 (PCN-20863) and SOIB-7-052(027)000 (PCN-18613)
Rev: BID ITEMS
DETECTABLE WARNING PANELS 112.033 750 2115 SF
FLAT SHEET FOR SIGNS-TYPE XI REFL SHEETING 5.034 754 0110 SF
FLAT SHEET FOR SIGNS-TYPE IV REFL SHEETING 6.035 754 0112 SF
STEEL GALV POSTS-TELESCOPING PERFORATED TUBE 500108.036 754 0206 LF
RESET SIGN PANEL 5.037 754 0592 EA
RUMBLE STRIPS - ASPHALT SHOULDER 80037.038 760 0005 MILE
RUMBLE STRIPS - ASPHALT CENTERLINE 95018.039 760 0007 MILE
RUMBLE STRIPS - INTERSECTION 1.040 760 0010 SET
PVMT MK PAINTED-MESSAGE 394.041 762 0103 SF
SHORT TERM 6IN LINE-TYPE R 277.042 762 0422 LF
SHORT TERM 4IN LINE-TYPE NR 65,509.043 762 0430 LF
PVMT MK PAINTED 4IN LINE 244,335.044 762 1104 LF
PVMT MK PAINTED 8IN LINE 1,056.045 762 1108 LF
PVMT MK PAINTED 24IN LINE 48.046 762 1124 LF
PREFORMED PATTERNED PVMT MK 4IN LINE-GROOVED 1,590.047 762 1305 LF
TOTAL SUM BID
STATE PROJECT NO. SECTION NO.
SHEETNO.
11/8/2016 9:12:18 AM mwilz
ND 2
SOIB-7-052(027)000
Revised 11/8/2016
TABLE OF CONTENTS 1
.. .. .
Section Page(s) DescriptionPLAN SECTIONS
1 Title Sheet12 Table of Contents14 Scope of Work1 - 26 Notes1 - 28 Quantities1 - 210 Basis of Estimate111 Data Tables120 General Details1 - 1330 Typical Sections1 - 276 Temporary Erosion Control1 - 390 Paving Layouts1 - 3100 Work Zone Traffic Control1 - 6110 Signing1 - 3120 Pavement Marking1 - 3180 Pit Plats and Borrow Areas1 - 3
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, 32Longitudinal Joint DetailsD-550-2Transverse Contraction Joint DetailsD-550-3Traffic Control For Coring Of Hot Bituminous PavementD-704-2Breakaway Systems For Construction Zone Signs - Perforated TubeD-704-7Breakaway Systems For Construction Zone Signs - U-Channel PostD-704-8Construction Sign Details - Terminal And Guide SignsD-704-9Construction Sign Details - Regulatory SignsD-704-10Construction Sign Details - Warning SignsD-704-11Barricade And Channelizing Device DetailsD-704-13Construction Sign Punching And Mounting DetailsD-704-14Road Closure LayoutsD-704-15Terminal And Seal Coat Sign LayoutsD-704-20Construction Truck And Temporary Detour LayoutsD-704-22Miscellaneous Sign LayoutsD-704-26Traffic Control Plan For Moving OperationsD-704-27Portable Sign Support AssemblyD-704-50Mobile Operation - Grinding Shoulder Rumble StripsD-704-56Bituminous LaboratoryD-706-1Curb & Gutter And Valley GutterD-748-1SidewalkD-750-2Curb Ramp DetailsD-750-3Perforated Tube Assembly DetailsD-754-23Mounting Details Perforated TubeD-754-24, 25Sign Punching, Stringer And Support Location Details Regulatory, Warning, And Guide SignsD-754-26911 Sign Support Information And Sign DetailsD-754-86Sign Punching, Stringer And Support Location Details For Street Name Signs And 911 SignsD-754-87Rumble Strips Undivided Highways (Shoulders 4' Or Greater)D-760-3Saw Slotted Rumble Strips At IntersectionsD-760-5Pavement Marking Message DetailsD-762-1Pavement MarkingD-762-4Short-Term Pavement MarkingD-762-11
Number DescriptionSPECIAL PROVISIONS
SP 360(14) Flexible Pavement Surface Tolerance
ESTIMATE OF QUANTITIESSTATE PROJECT NO. SECTION
NO.SHEETNO.
ND 8 SOIB-7-052(027)000 1
REVISED 11/08/2016
SPEC CODE ITEM DESCRIPTION UNIT MAINLINE TOTAL---- ---- ---------------- ---- ------------ -----
103 0100 CONTRACT BOND L SUM
107 0100 RAILWAY PROTECTION INSURANCE L SUM 1 1
202 0114 REMOVAL OF CONCRETE PAVEMENT SY 111 111
202 0130 REMOVAL OF CURB & GUTTER LF 170 170
216 0100 WATER M GAL 100 100
230 0125 SHOULDER PREPARATION MILE 14 14
302 0120 AGGREGATE BASE COURSE CL 5 TON 246 246
401 0050 TACK COAT GAL 7,873 7,873
411 0105 MILLING PAVEMENT SURFACE SY 2,459 2,459
430 0044 SUPERPAVE FAA 44 TON 17,004 17,004
430 1000 CORED SAMPLE EA 83 83
430 6428 PG 64-28 ASPHALT CEMENT TON 1,020 1,020
570 0710 10IN CONC PVMT REPAIR-FULL DEPTH-DOWELED SY 139 139
570 1512 SPALL REPAIR-PARTIAL DEPTH SF 42 42
702 0100 MOBILIZATION L SUM 0.3 0.3
704 0100 FLAGGING MHR 850 850
704 1000 TRAFFIC CONTROL SIGNS UNIT 1,905 1,905
704 1050 TYPE I BARRICADE EA 21 21
704 1052 TYPE III BARRICADE EA 14 14
704 1055 PEDESTRIAN LONGITUDINAL BARRICADE LF 312 312
704 1060 DELINEATOR DRUMS EA 130 130
704 1067 TUBULAR MARKERS EA 301 301
704 1080 STACKABLE VERTICAL PANELS EA 75 75
704 1185 PILOT CAR HR 100 100
706 0550 BITUMINOUS LABORATORY EA 0.3 0.3
706 0600 CONTRACTOR'S LABORATORY EA 0.3 0.3
708 1540 INLET PROTECTION-SPECIAL EA 15 15
708 1541 REMOVE INLET PROTECTION-SPECIAL EA 15 15
722 6160 ADJUST INLET EA 6 6
748 0140 CURB & GUTTER-TYPE I LF 187 187
750 0100 SIDEWALK CONCRETE SY 111 111
750 2115 DETECTABLE WARNING PANELS SF 112 112
754 0206 STEEL GALV POSTS-TELESCOPING PERFORATED TUBE LF 75.5 75.5
ESTIMATE NUMBER: 16809 RUN DATE: 11/08/2016 TIME: 14:11:45
0.3 0.3
ESTIMATE OF QUANTITIESSTATE PROJECT NO. SECTION
NO.SHEETNO.
ND 8
SOIB-7-052(027)000 2
REVISED 11/08/2016
SPEC CODE ITEM DESCRIPTION UNIT MAINLINE TOTAL ---- ---- ---------------- ---- ------------ -----
754 0592 RESET SIGN PANEL EA 5 5
760 0005 RUMBLE STRIPS - ASPHALT SHOULDER MILE 11.9 11.9
760 0007 RUMBLE STRIPS - ASPHALT CENTERLINE MILE 6 6
760 0010 RUMBLE STRIPS - INTERSECTION SET 1 1
762 0103 PVMT MK PAINTED-MESSAGE SF 266 266
762 0422 SHORT TERM 6IN LINE-TYPE R LF 277 277
762 0430 SHORT TERM 4IN LINE-TYPE NR LF 23,328 23,328
762 1104 PVMT MK PAINTED 4IN LINE LF 85,542 85,542
762 1124 PVMT MK PAINTED 24IN LINE LF 12 12
762 1305 PREFORMED PATTERNED PVMT MK 4IN LINE-GROOVED LF 1,590 1,590
ESTIMATE NUMBER: 16809 RUN DATE: 11/08/2016 TIME: 14:11:45
Station LANE
FULL DEPTH REPAIR
BARS *
DOWEL
ASSEMBLY
JOINT
CONTRACTION
DOWEL SPALL REPAIR
DIMENSIONS
AREA
DIMENSIONS
AREALENGTH x WIDTH LENGTH x WIDTH
Station Lane FT x FT SY EA LF FT x FT SF
0+00 SB 12 x 47 63
1+83 SB 24 x 15 40
1+83 NB 5.42 x 1 5.42
1+99 NB 2.83 x 3.33 9.43
2+73 SB 4.83 x 1 4.83
2+73 NB 5.33 x 2.41 12.84
3+63 SB 7.42 x 0.75 5.57
5+40 SB 6 x 24 8
5+87 SB 6 x 24 16
SUBTOTAL 127 0 38
TOTAL 126.67 0.00 0 38.09
TOTAL + 10% 139.34 0.00 0 41.90
Curb and Gutter Replacment
Station to Station Lane LF
6+34 6+51 SB 17
Total Curb and Gutter, LF 17
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
11/9/2016 mwilz R:\project\70052000.027\design\Addendum 1\011DT_001_CPR Table.dgn1:22:58 PM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
11
1
CPR Locations
Michael Wilz
9150
11-9-16
SOIB-7-052(027)000
Added 11-9-16
`
8.3% Max Slope
10' Parking Lane
Delineator Drum
Work Zone
See Detail B
Temporary Curb Ramp
4.5'
4' Min.
8.3
% M
ax.
8.3% Max. 8.
3% Max.
4.5' 4.5'
4.5'
10' Parking Lane
Temporary Curb Ramp
Cross Section View
Temporary Curb Ramp
Detail A
Plan View
Temporary Curb Ramp
Detail B
4' Min.
Delineator Drum
4' Min.
adjacent to curb & gutter.
maintain drainage
Provide opening to
2.1
%
Cross Slo
pe
12' Driving Lane
(6" Height)
Existing Curb & Gutter
2.1% 2.1%
Vertical Supports
Pedestrian Longitudinal Barricade
Detail C
Walking AidsLower Rail for 4" Minimum
Existing Ground
See Detail C
Pedestrian Longitudinal Barricade -
See Detail C
Pedestrian Longitudinal Barricade -
Pedestrian Longitudinal Barricade.
the pedestrian barricades in the price bid for
Include all costs to furnish, maintain and remove4.
350 Approved.
Pedestrian barricade will be ADA compliant and NCHRP 3.
supports extending into the pedestrians path.
Pedestrian barricade will be self standing with no 2.
Work Zone Traffic Control - Sec 100 Plan Sheets.
Place pedestrian barricades at locations shown in the1.
Pedestrian Longitudinal Barricades
Control Devices.
the temporary curb ramps in the price bid for Traffic
Include all costs to furnish, maintain and remove4.
Coat surface with non-slip, skid resistant material.3.
Construct with hard surface material such as metal or wood.2.
Work Zone Traffic Control - Sec 100 Plan Sheets.
Place temporary curb ramps at locations shown in the1.
Temporary Curb Ramps
NOTES:
2" Maximum
32" Minimum
for Drainage
Space to Allow
20
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
11/9/2016 mwilz R:\project\70052000.027\design\Sheets\020GD_011_Temp_Curb_Ramp.dgn12:59:24 PM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
SOIB-7-052(027)000
Temporary Curb Ramp
11
Michael Wilz
9150
11-9-16
Revised 11/9/16
SOIB-7-052(027)000N.D. 110 1
Max
Post
Len
LF
Support
Size
Reset
Sign
Panel
EA
Reset
Sign
Support
EA
Break-Away
EA Comments
Vert
Clear-
ance
FT
Flat Sheet
For Signs
IV XI
SF SF
Sleeve Length
1st 2nd 3rd 4th
LF LF LF LF
Sign
No. Station / RP
Assembly
No.
Sign Support Length
1st 2nd 3rd 4th
LF LF LF LF
Sleeve
Size
Anchor
EA
Anchor
LF
Anchor
Size
SHEET
NO.
SECTION
NO.PROJECT NO.STATE
0.127 Rt 1 1 2.25 x 2.25 12 ga 4 1 10.52 x 2 12 ga 9.7 7.0
SA A0.173 Rt 1 3 x 3 7 ga 4 1 13.32.5 x 2.5 12 ga 11.7 7.0
SA 2E0.183 Rt 1 3 x 3 7 ga 4 1 12.82.5 x 2.5 12 ga 11.2 7.0
SA A0.245 Rt 1 3 x 3 7 ga 4 1 13.32.5 x 2.5 12 ga 11.7 7.0
SA 2E0.255 Rt 1 3 x 3 7 ga 4 1 12.82.5 x 2.5 12 ga 11.2 7.0
0.0 0.0Sub Total 55.5Total 20 Total 0 5 0
Grand Total 0.0 0.0 55.5Total Total 0 5 0 20
This document was originally
issued and sealed by
Douglas A. Schumaker,
Registration Number
PE-5047,
on 11/8/2016 and is stored at the
North Dakota Department of
Transportation.
11/9/2016
Page 1 of 1
Sign Summary
Perforated Tube
ADA Ramp Improvements
in the city of Portal
1:11:36PM
RAILWAY AVE
MAIN ST
RAILWAY AVE
MAIN STROUTE
THRU
TRUCK
PARKING
NO
TRUCK
TRUCKS
NO
ROUTE
THRU
TRUCK
PARKING
NO
TRUCK
RAILWAY AVE
UNION STROUTE
THRU
TRUCK
PARKING
NO
TRUCK
RAILWAY AVE
UNION STROUTE
THRU
TRUCK
PARKING
NO
TRUCK
Business
Business
Building face
Roofline
Motel
Motel
Gravel
Gravel
Gravel
Gravel
Gravel
Gravel
Gravel
Gravel
Asphalt
Asphalt
Conc
walk
Brick
Concrete sidewalk Concrete
Concrete
Concrete
Concrete
Brick
walk
Concrete
Dirt
Dirt
Sidewalk
business
motelmotel
business
asphalt
gravelgravel
gravel begins
asphalt end and
cannot tell where
Concrete Concrete
Asphalt
Fuel Canopy
Concrete sidewalk
Business
Building faceMail box
Business
Residence
Residence
Residence
Gravel
Gravel
Gravel
Gravel
Gravel
Gravel
Gravel
Gravel
Gravel
Gravel
Concrete
Concrete
conc
house
house
shed
businessshed
house & garage
shed
DECKshed
Asphalt
Main
St
Prairie
St
Dakota
St
ADA Ramp Improvements
ADA Ramp Improvements
Reset
Reset
Reset
Reset
Reset
In place to remain
RP 0.117 Rt
Back
to
Back
Reset signs
Remove support
RP 0.255 Rt
Reset signs
Remove support
RP 0.256 Rt
on new supports
Reset signs from RP 0.255 Rt
Special Assembly A
RP 0.245 Rt
& RP 0.256 Rt on new supports
Reset signs from RP 0.255 Rt
Special Assembly 2E
RP 0.255 Rt
Reset signs
Remove support
RP 0.127 Rt
Reset signs
Remove support
RP 0.183 Rt
Back
to
Back
on new supports
Reset signs from RP 0.183 Rt
Special Assembly 2E
RP 0.183 Rt
Reset
Reset
Reset
on new supports
Reset sign from RP 0.127 Rt
Assembly 1
RP 0.127 Rt
Reset
Reset
Reset
on new supports
Reset signs from RP 0.183 Rt
Special Assembly A
RP 0.173 Rt
0 1 2 3 4 5 6 7 8 9 10 11
12 13 14 15 16 17 18 19 20 21 22
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
11/9/2016 cmscott R:\project\70052000.027\traffic\110SN_002_LSIGN.dgn1:09:11 PM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
5047
11/08/16
SOIB-7-052(027)000 2
ADA Ramp Improvements
110
Sign Layout
in the city of Portal
Douglas A. Schumaker,
Sheet Added11-08-16
3"
24"
18"
1�"
1�"
�"
9"
30"
3"
12"
24"
AREA: 8.00 SF
RP 0.245 Rt
RP 0.173 Rt
SPECIAL ASSEMBLY A
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
11/9/2016 cmscott R:\project\70052000.027\traffic\110SN_003_LSIGN.dgn1:10:14 PM
of Transportation
North Dakota Department
document is stored at the
on and the original
PE- ,
Registration Number
issued and sealed by
This document was originally
5047
11/08/16
110
SOIB-7-052(027)000 3
ADA Ramp Improvements
in the city of Portal
Special Assembly
Douglas A. Schumaker,
Sheet Added11-08-16
Sign overhang
widthFinished shoulder
spacingSign support
Sig
n s
upport
Anchor unit
Vertical cleara
nce
Sig
n h
eig
ht
below top of signDistance support
‘ of roadwayor auxiliary lane
Edge of driving lane
shoulder
Edge of finished
Foreslope
for number of supports required
see sign summary sheet
Second support,
for number of supports required
see sign summary sheet
Second support,
‘ of roadway
Foreslope
Sign overhang
below top of signDistance support
Anchor unit
Sig
n s
upport
7’ Vertical cleara
nce
Sig
n h
eig
ht
Shared use path width
5’ max.4’ min.
5’ max.4’ min.
Stop sign
12’
Y
2’ min.
edge of driving lane
Face of curb or
‘ of roadway
Radius
Radius
80
75
70
65
60
55
50
45
40
50
50
50
50
50
50
50
50
50
43
39
35
32
28
25
21
18
15
ft.
Radius
ft.
Y-max.
ft.
Y-min.
Residential or Business District
Bicycle - Pedestrian Path
This layout is to be used for the placement of "Stop" signs.
see Note 13’ min.
spacingSign support
0 to 2
>2 to 4
>4 to 6
>6 to 8
>8 to 10 24
22
20
18
16
TableHorizontal Clearance
ftShoulder Width
ftOffset
See Horizontal Clearance Table
Edge of shoulder
See Note 46’ max.3’ min.
See Note 46’ max.3’ min.
clearance of 2’ shall be provided.
4. The clearance from edge of shared use path to edge of sign should be 3’ except where width is limited, a minimum
be 5’ above the edge of the driving lane.
3. Offset signs: Where signs are placed at least 30 feet or more from the edge of the traveled way, the height to the bottom of such sign shall
The vertical clearance shall have a maximum height of 6" above the vertical clearance specified above.
Adopt-a-highway signs installed on Freeways shall be at least 7’ above the edge of the driving lane.
Signs on expressways shall be installed with a minimum height of 7’.
shall be at least 7’.
to the edge of the driving lane or auxiliary lane. Where parking or pedestrian movements occur, the clearance to the bottom of the sign
2. Minimum vertical clearance: Signs installed at the side of the road in rural districts shall be at least 5’ measured from the bottom of the sign
from the sign support, not including any attached curb.
clearance of 2’ shall be provided. The horizontal clearance may need to be increased to maintain a minimum sidewalk clear width of 4’
1. Curbed Roadways: The clearance from the face of the curb should be 3’ except where right of way or sidewalk width is limited, a minimum
Notes:
D-754-23
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
PERFORATED TUBE ASSEMBLY DETAILS
Wide Throat Intersection
Stop Sign Location
Shared Use Path
Typical Section (with curb)
Typical Section (without curb)
10-3-13
7/8/14
2930
Roger Weigel 7-8-14 Revised note 2, added note 4.
12"
5�"
48"
18"
4"
�"�"
2"
2�" SQUARE
POST RECEIVERPOST LOCKING
WEDGEINDEXABLE
POST RECEIVERRUBBER BUSHING
SURFACE MOUNT
ANCHOR BASE
POST LOCKING
WEDGE
�"-11 SHEAR BOLT
HDW SET
7
7
7
7
7
7
7
7
7
7
7
7
Number
of
Posts
Post
Size
In.
Sleeve
Size
In.
Wall
Thick-
ness
Gauge
Wall
Thick-
ness
Gauge
Anchor
Wall
Thick-
ness
Gauge
Anchor
Size
Without
Slip
Base
In.
Slip
Base
Telescoping Perforated Tube
1
1
1
1
1
1
2
2
2
3 & 4
3 & 4
3 & 4
3 & 4
3 & 4
2
2�
2�
2�
2�
2�
2�
2�
2�
2�
2�
2�
2�
2�
12
12
12
12
12
12
12
12
12
12
10
10
10
10
2�
2�
2�
2�
12
12
12
12
12
12
No
No
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
2�
2�
10
(B)
12
12
3(C)
Breakaway base
surface mount for 1�"
and 2" square post
0.105
0.105
0.105
0.135
0.105
0.135 10
12
10
12
12
12 1.702
2.416
2.773
3.432
3.141
4.006 0.979
0.804
0.605
0.561
0.372
0.129 0.380
0.590
0.695
0.841
0.803
1.010
0.643
0.590
0.499
0.372
0.1721� x 1�
2 x 2
2� x 2�
2� x 2�
2� x 2�
2� x 2�
Tube
Size
In.
Wall
Thickness
in.
U.S.
Sta
ndard
Gauge
Weig
ht
Per
Foot
Lbs.
Cross
Sect. Are
a
In.Ô
Section
Modulu
d
In.Õ
Mo
ment of
Inertia
In.Ö
The 2 �" size 10 gauge is shown as 2.19" size on the plans;
The 2�" size is shown as 2.51" size on the plans.
60"
5�"
4’ M
AX
Pay Length
3"
5"
3�
"
3�"
1�"
1�"
4�"
�"
3�
"
1�"
2�"
�"
3�
"
2�"
8"
8"
Anchor plate shall
be a minimum of
10 gauge material and
galvanized same as post
(2 post installation)
�" Dia. bolts
with washer and
lock washer or
rivets
1"
7"
1"6"6"
9" 9"
(B) - The 2�", 12 gauge posts do not need
breakaway bases when placed in standard soils, but
require a shim as specified by the manufacturer.
The breakaway base is required when the support is
placed in weak soils. The Engineer shall
determine if the soils are weak. Weak soils are
classified as boggy, wet, or loose soil areas.
(C) - 3" anchor unit
(D) - 2�" x 12 ga. x 18" minimum length external
sleeve required.
2�(D)
2�(D)
2�(D)
�"-16 x 3�" grade 8
flanged shoulder bolt.
Zinc per ASTM B633
�" - 13 Grade
8 large serrated
flange nut
Zinc per ASTM B633
1�" Square x �"
thick teflon coated,
hardened slip washer
1" thick
�" thickness
�" U.S.S. flat washer
ANSI B18.22.1,
type A wide
Zinc per ASTM B633
Ground Line
Anchor unit
Anchor unit
pay le
ngth
�"
3"
4"
3"
15"
12"
Varies
MULTI-DIRECTIONAL SLIP BASE ASSEMBLY:
2�" x 12 ga. may be inserted with 2�" x 12 ga.
& 2�" 10 ga. may be inserted with 2�"
x 10 ga. to achieve higher load ability.
DIRECTION OF TRAFFIC
6�"
5�
"
6�
"
60^
BOTTOM SOIL STUB
consists of:
ASTM A572 gr. 50
plate - 1"
ASTM A569 sheet -
7 ga.
ASTM A500 grade B
tube - 3" x 3" x 7 ga.
�" -13 x 2-3/4"
Grade 8 double hex
redi-torque bolt,
Zinc per ASTM B633
SHOULDER BOLT
Ductile Iron Casting class 65-45-12.
Hot Dip Galvanize ASTM A153
�"
1�" 2�
"
DIR
EC
TIO
N O
F T
RA
FFIC
SLIP BASE DETAIL3" ANCHOR UNIT
0.783
�"-16 grade 8
serrated flange nut.
Zinc per ASTM B633
6�" Diameter
4" Diameter
8�" Diameter
3" Diameter
1�" Diameter
6" Diameter
�" Diameter
8-places
Shimming agent to reduce tolerance between 3" anchor
unit and 2�" post.
(standard �" diameter grade 8 bolt may be used with proper shim)
�" Dia. x 3" bolt to be
placed a minimum of
12" up from bottom of
post when using an
internal or external
sleeve.
SLIP BASE FOR
2�" POST
Properties of Telescoping Perforated Tubes
SURFACE MOUNT ANCHOR BASE
NOTE:
1. 4" Vertical clearance of anchor or breakaway base.
The 4" x 60" measurement shall be made above and
below post location and also back and ahead of post.
2. Anchor material shall be 7 guage H.R.P.O. Commmercial
quality ASTM A569 and 3" x 3" x 7" guage ASTM A500
grade B. Anchor shall have a yield strength 43.9 KSI
and tensile strength of 59.3 KSI. Anchor shall be hot
dipped galvanized per ASTM A123/153. All tolerances
on anchor unit and slip base bottom assembly are
+/- 0.005" unless ortherwise noted.
3. When used in concrete sidewalk, anchor shall be the
same concept without the wings
4. Four post signs shall have over 8’ between the first
and fourth posts.
5. Installation procedures as per manufacturers
recommendation.
6. Concrete fasteners for surface mount breakaway base
shall be a minimum �" diameter x 4" grade 8.
8-6-09
D-754-24
08/06/09
Mounting Details Perforated Tube
REVISIONS
DATE CHANGE
NORTH DAKOTA
DEPARTMENT OF TRANSPORTATION
This document was originally
issued and sealed by
Registration Number
PE- ,
on and the original
document is stored at the
North Dakota Department
of Transportation
Roger Weigel,
2930
STRAP DETAIL
BACK TO BACK MOUNTING
ONE STRINGER OR
SINGLE POST ASSEMBLY
AND ONE WAY SIGNS
STREET NAME SIGNS
18 N.C. threaded
washer & lock washer
�" Dia. bolt with
18 N.C. threaded
washer & lock washer
�" Dia. bolt with
Sign support
& lock washer
washer, washer
with nylon
�" Dia. bolt
Galv. steel strap
�" x 1"
& lock washer
with washer
�" Bolt
& lock washer
with washer
�" Bolt
both ends.
threaded
18 N.C.
& lock washer
with washer
�" Dia. bolt
MOUNTING
BACK TO BACK
7
7
7
7
7
7
7
7
7
7
7
7
POST ASSEMBLY
ANCHOR UNIT AND
18"
(WITH STRINGER IN FRONT OF POST)
STRINGER MOUNTING
BOLT MOUNTING
Top View
Side View Top View
Top View
Side View
Numberof
Posts
1
1
1
1
1
1
2
2
2
3 & 4
3 & 4
3 & 4
3 & 4
3 & 4
Post
Size
Wall
Thick-ness
Gauge
Sleeve
Size
WallThick-ness
Gauge
SlipBase
2
2�
2�
2�
2�
2�
2�
2�
2�
2�
2�
2�
2�
2�
12
12
12
12
12
12
12
12
12
12
10
10
10
10
2�
2�
2�
2�
12
12
12
12
12
12
No
No
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
In. In.
AnchorSize
WithoutSlipBase
In.
2�
2�
10
(B)
AnchorWall
Thick-ness
Gauge
12
12
3(C)
Telescoping Perforated Tube
1� x 1�
2 x 2
2� x 2�
2� x 2�
2� x 2�
2� x 2�
0.105
0.105
0.105
0.135
0.135
0.105
12
12
12
10
10
12
1.702
2.416
2.773
3.432
3.141
4.006
0.129
0.372
0.561
0.605
0.804
0.979
0.380
0.590
0.695
0.841
0.803
1.010
0.172
0.372
0.499
0.590
0.643
0.783
In.
Thickness
Wall
Gauge
Sta
ndard
U.S.
Lbs.
Per
Foot
Weig
ht
In.Ö
Inertia
Mo
ment of
In.Ô
Sect. are
a
Cross
In.Õ
Modulus
Section
60"
Pay le
ngth
12"6"
6"
3"3"24"
1"
4"
1"
6"
Pay le
ngth
Anchor unit
Galv. steel strap
�" x 1"
the same size as the post
These stringers shall be
Post
and lock washer
with washer
�" Dia. bolt
3 C anchor reinforcing
sleeve - 12 gauge or
Perforated anchor
2�" x 2�"
2�" x2�",
rivets
lock washer or
with washer and
�" Dia. bolts
(1 post installation)
same as post
and galvanized
10 gauge material
be a minimum of
Anchor plate shall
Ground line
See note 5
4" Max.
attachment bracket
post holes.
metal fits stringer and
through angle so that excess
Punch round and partial
with size of posts)
(bolt length varies
washer and lock washer
�" Dia. bolt with
see note 1
stringer
Horizontal
Post
washer
NylonSign
See note 3
30° to 45°
Sign
support
Sign
washer
Nylon Sign
Sign washer
Nylon
Post
Nylon washerSign
Sign support
Post
Sign
Nylon washer
see note 1
stringer
Horizontal
2�(D)
2�(D)
2�(D)
sleeve required.
(D) - 2�" x 12 ga. x 18" minimum length external
(C) - 3" anchor unit
classified as boggy, wet, or loose soil areas.
determine if the soils are weak. Weak soils are
placed in weak soils. The Engineer shall
The breakaway base is required when the support is
require a shim as specified by the manufacturer.
breakaway bases when placed in standard soils, but
(B) - The 2�", 12 gauge posts do not need
(2 post installation)
galvanized same as post
10 gauge material and
be a minimum of
Anchor plate shall
rivets
lock washer or
with washer and
�" Dia. bolts
1"
7"
1"6"6"
9" 9"
In.
Size
Tube
The 2�" size is shown as 2.51" size on the plans.
The 2�" size 10 gauge is shown as 2.19" size on the plans.
and sign
‘ post
Properties of Telescoping Perforated Tubes
post location and also back and ahead of post.
4" x 60" measurement shall be made above and below
4" vertical clearance of anchor or breakaway base. The5.
and the post.
backing and place the bolt through the sign, the stringer
stringer, the contractor may choose to punch the sign
In lieu of using the bent bolt to attach the post to the4.
used with all nylon washers.
no parking sign. Flat washers and lock washers shall be
detailed angle strap should be used to mount the
at a 90 degree angle with the line of traffic flow, the
sign is placed with another sign that has to be placed
support turned to the correct angle. If the no parking
signs required at the above angles may have the
degree angle with the line of traffic flow. No parking
directional arrows shall be placed at a 30 to 45
No Parking Signs: All no parking signs with3.
outside diameter of �" – �" and 10 gauge thickness.
Metal washers used on sign face shall have a minimum2.
1.08 lbs./ft aluminum or 3.16 lbs./ft steel.
The z bar stringers shall be 1�" x �" thick,
the contractor may substitute z bar stringers.
Horizontal stringers - In lieu of perforated tubes,1.
Note:
8-6-09
D-754-25
2930
Mounting Details Perforated Tube
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
7-8-14 Revised Note 3
7/8/14
30"
15"
3"
30"
3"
support
Sign
12"
16"
9" 9"
18"
36"
36"
6"9"
9"
22"
9" 18" 9"
28"
12" 12"6" 6"
24"
18" 18"
48"
9"12"
48"
12"
40"
12" 24" 12" 6" 18" 18" 6"
36"
3"
21"
36"
18"22"
18" 9"9"
8"
12"
40" 40"
48"
24"
3"
24"
48"
17"
38"
17"
6"
12"
8"
38"
28"
12" 24" 12" 7" 17" 17" 7"
38"
supports
Sign
Strin
gers
support
Sign
Strin
gerss
supports
Sign supports
Sign
n
n
support
Sign
supports
Sign
Strin
gers s
supports
Signn
Strin
gerss
supports
Signn
Sign support
Strin
gerss
sStrin
gers
support
Signsupports
Signn
supports
Sign
Strin
gerss
n
Strin
gers
Strin
gerss
s
n
s
Stringer Stringer
Stringer
Stringer
Assembly No. 1Assembly No. 2
Assembly No. 3
Assembly No. 4
Assembly No. 5
1 Post
1 Post
1 Post
1 Post
1 Post
2 Posts
2 Posts
2 Posts
2 Posts
2 Posts
3 Posts
3 Posts
3 Posts
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-754-26
2930
SIGN PUNCHING, STRINGER AND SUPPORT LOCATION
" bolt.834. All holes shall be punched round for
".21" x 12
13. Perforated square tube stringer shall be 1
shall be 0.100 inch.
2. The minimum sign backing material thickness
1. See Standard D-754-25 for mounting details.
Notes:
DETAILS REGULATORY, WARNING AND GUIDE SIGNS
Roger Weigel,
12-1-10
12-1-10
11th St W
4.05" 33.9" 4.05"
3’-6"
3"
6"(1)
3"
1’-0"
11th St W
4.05" 33.9" 4.05"
3’-6"
1.5"6"(1)1.5"
11th St W
3.7" 22.6" 3.7"
2’-6"
2.5"4"(1)2.5"0
’-9"
11th St W
3.7" 22.6" 3.7"
2’-6"
1"4"(1)1"0
’-6"
0’-9"
"maximum post length" and the post length required in the field.
sleeve length is the "sleeve length" minus the difference between the
The sleeve length shown is for the maximum post length. The required (A)
NU
MB
ER
AS
SE
MB
LY
LE
NG
TH
PO
ST
MA
XIM
UM
OF P
OS
TS
NU
MB
ER
NU
MB
ER
LE
NG
TH
AW
AY
BR
EA
K -
SIZE
SIGN
NAME
STREET
AREA
SIGN
TOTAL
SIZE
SUPPORT (A)
LENGTH
SLEEVE
SIZE
SLEEVESIZE
LF LF LF LFLFInches SF
(60 INCH VERTICAL CLEARANCE)
THE POST INFORMATION FOR VARIOUS SIGN CONFIGURATIONS
ANCHOR
SA 1
SA 2
SA 3
SA 4
SA 5
NU
MB
ER
AS
SE
MB
LY
Inches
SIZE
SIGN
NAME
STREET
(60 INCH VERTICAL CLEARANCE)
THE POST INFORMATION FOR VARIOUS SIGN CONFIGURATIONS
AREA
SIGN
TOTAL
SF LF
LE
NG
TH
PO
ST
MA
XIM
UM
SIZE
SUPPORT
OF P
OS
TS
NU
MB
ER
(A)
LENGTH
SLEEVE
LF LF LF
SIZE
SLEEVE
NU
MB
ER
LE
NG
TH
ANCHOR
SIZE
AW
AY
BR
EA
K -
LF
1st 2nd 3rd 1st 2nd 3rd
60"x6"
54"x6"
48"x6"
42"x6"
36"x6"
30"x6"
24"x6"
60"x9"
54"x9"
48"x9"
42"x9"
36"x9"
30"x9"
24"x9"
60"x12"
54"x12"
48"x12"
42"x12"
36"x12"
30"x12"
24"x12"
10.00
9.00
8.00
7.00
6.00
5.00
4.00
15.00
13.50
12.00
10.50
9.00
7.50
6.00
20.00
18.00
16.00
14.00
12.00
10.00
8.00
15.4
17.5
19.6
22.3
23.6
28.3
35.2
13.4
14.8
13.5
15.3
17.7
21.2
24.1
13.7
15.2
12.9
14.7
13.8
16.4
20.2
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
2.25x2.25 12ga
2.25x2.25 12ga
2.25x2.25 12ga
2.25x2.25 12ga
2.25x2.25 12ga
2.25x2.25 12ga
2.25x2.25 12ga
2.25x2.25 12ga
2.25x2.25 12ga
2.25x2.25 12ga
2.25x2.25 12ga
2.25x2.25 12ga
2.25x2.25 12ga
2.25x2.25 12ga
2.5x2.5 12ga
2.5x2.5 12ga
2.25x2.25 12ga
2.25x2.25 12ga
2.25x2.25 12ga
2.25x2.25 12ga
2.25x2.25 12ga
60"x6"
54"x6"
48"x6"
42"x6"
36"x6"
30"x6"
24"x6"
60"x9"
54"x9"
48"x9"
42"x9"
36"x9"
30"x9"
24"x9"
60"x12"
54"x12"
48"x12"
42"x12"
36"x12"
30"x12"
24"x12"
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
14.9
15.4
15.9
13.7
15.0
15.5
16.0
14.6
15.1
14.4
15.8
16.5
14.5
15.2
16.7
20.6
15.3
14.7
15.4
16.3
14.6
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
60"x6"
54"x6"
48"x6"
42"x6"
36"x6"
30"x6"
24"x6"
60"x9"
54"x9"
48"x9"
42"x9"
36"x9"
30"x9"
24"x9"
60"x12"
54"x12"
48"x12"
42"x12"
36"x12"
30"x12"
24"x12"
15.3
14.4
14.8
16.0
16.5
14.3
14.7
20.6
14.9
15.6
14.8
15.4
16.1
16.8
16.0
20.6
15.1
15.2
15.9
15.3
16.1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
60"x6"
54"x6"
48"x6"
42"x6"
36"x6"
30"x6"
24"x6"
60"x9"
54"x9"
48"x9"
42"x9"
36"x9"
30"x9"
24"x9"
60"x12"
54"x12"
48"x12"
42"x12"
36"x12"
30"x12"
24"x12"
16.8
14.1
14.5
15.0
14.0
14.4
14.7
15.4
15.8
17.2
14.7
14.6
15.1
14.3
16.7
15.6
16.2
16.8
17.5
15.1
15.1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
60"x6"
54"x6"
48"x6"
42"x6"
36"x6"
30"x6"
24"x6"
60"x9"
54"x9"
48"x9"
42"x9"
36"x9"
30"x9"
24"x9"
60"x12"
54"x12"
48"x12"
42"x12"
36"x12"
30"x12"
24"x12"
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
3x3 7 ga
16.8
16.4
16.7
15.1
15.3
15.5
15.8
16.8
17.2
16.0
16.3
16.7
17.0
15.6
17.5
16.5
16.9
17.3
16.3
16.7
17.2
2
2
2
1
1
1
1
2
2
2
2
2
2
1
3
2
2
2
2
2
2
2
2
2
1
1
1
1
2
2
2
2
2
2
1
3
2
2
2
2
2
2
2
2
2
1
1
1
1
2
2
2
2
2
2
1
3
2
2
2
2
2
2
Sign Details
See Standard Drawing D-754-87 for sign punching, stringer and support location details.
calculated support length is greater than the maximum post length shown, the support size must be recalculated.
requirements. The maximum post length is measured from the ground to the top of the street name sign. If the
When installing signs on existing supports, check the support and sleeve size to determine if they meet the table
of less than 400 ADT. On divided multi-lane roadways, the 911 signs shall not be placed on top of the stop sign.
shall be a facility outside of developed areas of cities, towns, and communities, and shall have a traffic volume
or less. On low volume roads and urban streets, the legend shall be at least 4 inch in height. Low-volume roads
The sign legend shall be 6 inch in height except on low-volume roads and urban streets with speeds of 25 mph
Notes:
15.2
14.2
13.2
12.2
11.2
10.2
9.2
20.2
18.7
17.2
15.7
14.2
12.7
11.2
25.2
23.2
21.2
19.2
17.2
15.2
13.2
4.6
4.2
3.9
1.5
4.5
2x2 12 ga
2x2 12ga
2.25x2.25 12ga
2.19x2.19 10ga
2x2 12 ga
1
1
1
1
1
1
1
1
1
1
1
1
1
1
15.9
14.9
13.9
12.9
11.9
10.9
9.9
20.9
19.4
17.9
16.4
14.9
13.4
11.9
25.9
23.9
21.9
19.9
17.9
15.9
13.9
2.25x2.25 12 ga
2.5x2.5 10 ga
2.5x2.5 10 ga
2.5x2.5 10 ga
2.5x2.5 10 ga
2.5x2.5 12 ga
2.5x2.5 12 ga
2.5x2.5 10 ga
2.5x2.5 12 ga
2.25x2.25 12 ga
2.5x2.5 10 ga
2.5x2.5 10 ga
2.5x2.5 10 ga
2.5x2.5 10 ga
2.5x2.5 12 ga
2.5x2.5 10 ga
2.5x2.5 12 ga
2.25x2.25 12 ga
2.25x2.25 12 ga
2.5.2.5 10 ga
2.5x2.5 10 ga
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
4.2
1.6
4.8
4.3
4.7
1.9
5.1
4.8
4.4
2x2 12 ga
2.19x2.19 10ga
2.25x2.25 12ga
2x2 12 ga
2.25x2.25 12ga
2.19X2.19 10ga
2.25x2.25 12ga
2x2 12 ga
2x2 12 ga
17.5
16.5
15.5
14.5
13.5
12.5
11.5
22.5
21.0
19.5
18.0
16.5
15.0
13.5
27.5
25.5
23.5
21.5
19.5
17.5
15.5
3.5
4.9
4.6
4.2
4.6
4.3
3.5
4.9
4.7
4.4
4.2
4.9
4.5
4.1
3.6
4.9
4.7
2.25x2.25 12ga
2.25x2.25 12ga
2.25x2.25 12 ga
2x2 12 ga
2.25x2.25 12ga
2.25x2.25 12ga
2.25x2.25 12ga
2.25x2.25 12 ga
2x2 12 ga
2x2 12 ga
2.19x2.19 10ga
2.25x2.25 12ga
2.25x2.25 12ga
2.25x2.25 12ga
2.25x2.25 12ga
2.25x2.25 12 ga
2x2 12 ga
23.3
22.3
21.3
20.3
19.3
18.3
17.3
28.3
26.8
25.3
23.8
22.3
20.8
19.3
33.3
31.3
29.3
27.3
25.3
23.3
21.3
3.8
4.9
4.7
4.5
4.4
4.2
3.9
4.9
4.7
4.5
4.2
2x2 12 ga
2.19x2.19 10ga
2.19x2.19 10ga
2.19x2.19 10ga
2.19x2.19 10ga
2x2 12 ga
2x2 12 ga
2.19x2.19 10ga
2x2 12 ga
2x2 12 ga
2x2 12ga
2x2 12 ga
2x2 12 ga
2x2 12 ga
2x2 12 ga
2x2 12 ga
2x2 12 ga
2x2 12 ga
2x2 12 ga
2x2 12 ga
2x2 12 ga
2x2 12 ga
2x2 12 ga
2x2 12 ga
2x2 12 ga
2.25x2.25 12 ga
2.25x2.25 12 ga
2x2 12 ga
2x2 12 ga
2x2 12 ga
2x2 12 ga
2x2 12 ga
2.5x2.5 10 ga
2.5x2.5 10 ga
2.5x2.5 10 ga
2.5x2.5 12 ga
2.5x2.5 12 ga
2.5x2.5 12 ga
2.5x2.5 12 ga
2.25x2.25 12 ga
2.25x2.25 12 ga
2.5x2.5 10 ga
2.5x2.5 10 ga
2.5x2.5 10 ga
2.5x2.5 12 ga
2.5x2.5 12 ga
2.5x2.5 12 ga
2.5x2.5 10 ga
2.25x2.25 12 ga
2.5x2.5 10 ga
2.5x2.5 10 ga
2.5.2.5 10 ga
2.5x2.5 12 ga
2.5x2.5 12 ga
2.5x2.5 12 ga
2.5x2.5 12 ga
2.25x2.25 12 ga
2.5x2.5 10 ga
2.5x2.5 10 ga
2.5x2.5 10 ga
2.5x2.5 12 ga
2.5x2.5 12 ga
2.5x2.5 12 ga
2.5x2.5 12 ga
2.25x2.25 12 ga
2.25x2.25 12 ga
2.5x2.5 10 ga
2.5x2.5 10 ga
2.5x2.5 12 ga
2.5x2.5 12 ga
2.5x2.5 12 ga
2.5x2.5 12 ga
2.5x2.5 12 ga
2.25x2.25 12 ga
2.25x2.25 12 ga
2.5x2.5 10 ga
2.5x2.5 10 ga
2.5x2.5 10 ga
2.5x2.5 10 ga
2.5x2.5 10 ga
2.5x2.5 10 ga
2.25x2.25 12 ga
2.25x2.25 12 ga
2.5x2.5 10 ga
2.5x2.5 10 ga
2.5x2.5 10 ga
2.5x2.5 10 ga
2.5x2.5 10 ga
2.5x2.5 12 ga
2.25x2.25 12 ga
2.25x2.25 12 ga
2.25x2.25 12 ga
2.5x2.5 10 ga
2.5x2.5 10 ga
2.5x2.5 10 ga
4.4
4.8
4.5
5.3
5.0
4.6
Border 1/2"
Radius 1-1/2"
(1) Clearview Type 2-W Font
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-754-86
911 SIGN SUPPORT INFORMATION AND SIGN DETAILS
10-3-13
7/18/14
2930
Roger Weigel
sign layouts
7-18-14 Revised street name
1 Post
1 Post 1 Post
1 Post
1 Post
2 Posts 2 Posts
2 Posts
2 Posts
3 Posts
3 Posts
Special Assembly 1 (A, B, C, D or E)
Special Assembly 2 (A, B, C, D or E) Special Assembly 3 (A, B, C, D or E)
Special Assembly 4 (A, B, C, D or E)
Special Assembly 5 (A, B, C, D or E)
Front View
Sign Arrangements
Intersection Layout
Detail C
Detail D or E
Detail A or B
arrangements
See sign
Bolt punch
See sign stringer detail
Post
back to back
Single or
Bolt punch
Bolt punch
See sign stringer detail
Post extension
Stop sign
splice
Sleeve
Post
edge of driving lane
Face of curb or
Top signs
Bolt punch
Stringer
and sign
‘ post Bolt punch
back to back
Single orPost
(punched same as top sign)
Bottom signs
See sign stringer detail
Post
Stringer
(punched same as top sign)
Bottom sign
See sign stringer detail
Bolt punch
Top sign
and sign
‘ post
Sign support
Sign supportSign supports
Sign supports
Sign supportsSign supports
Strin
gerss
Strin
gerss
Strin
gerss
Strin
gerss
Strin
gerss
arrangements
See sign
arrangements
See sign
arrangements
See sign
arrangements
See sign
‘ Post and sign
post holes.angle to fit stringer andPunch round hole through
Post
Attachment bracket
Vertical stringer
Vertical stringer
Stringer
Vertical stringer
"21
Varies
"21
3"
"211
"211
3"
"21
3"
30"
3"30"
’21 3"
30"30"
3"
18""2
11
"211
"21
18"
36"
36"
8"
22"
6" 6"
28"
40"
24"
40"
48"
24"
48"
40"
"21
Varies
"21
"211
3"
"21
3"
"21
Varies
"211
"211
"21
3"
14’
"211
"212
"211
19"
Varies
"211
9""2
1
3"
6", 9" or 12"
6", 9" or 12"
6", 9" or 12"
6", 9" or 12"
3"
h
Bolt punchh
"211
30’ max.20’ min.
6"
9" 12" 9"
16"
6"
15"
9" 12" 9"
16"
15"
9"
9"
12"
9" 18" 9"
6"
12" 12"
18"18"
12"
12"
12" 12"
9’
18"18"6"6"
Stop sign
shoulder
finished
Edge of
Bolt punchh
Stringer
"21
"21 "2
1
Sign supports
Sign support
same size as the postStringer shall be the
Bolt punchBolt punch
Bolt punch
Sign support
3"
information and sign layout details.
Note: See Standard Drawing D-754-86 for 911 support
upon approval of the engineer.
Note: The splice method may be used
Sign supports
Sign support
‘ of ro
ad
way
E - Back to back both directions
back to back other direction
D - Single sign one direction,
C - Single sign each direction
B - Single sign back to back
A - Single sign
Vertical stringer
Sign Stringer Detail
SignsName or 911Street
Sleeve Splice Detail
911 signs that are used with Special Assembly 1 .
Note: This layout is to be used for street name signs or
StringersStringers Stringers
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-754-87
SIGN PUNCHING, STRINGER AND SUPPORT LOCATION DETAILS
FOR STREET NAME SIGNS AND 911 SIGNS
10-3-13
10/3/13
2930
Roger Weigel