4501 coleman street | suite 205 | bismarck, nd 58503

4501 Coleman Street | Suite 205 | Bismarck, ND 58503 | (701) 989-7871

Building a legacy – your legacy.

Equal Opportunity Employer | wsbeng.com

March 8th, 2017

ADDENDUM 1 – JOB 31

TO: All prospective bidders on project SHE-9-999(367) PCN 21462, Job 31, scheduled for the March 17, 2017 bid opening. The following plan revisions shall be made: Plan Revisions: Remove and replace sheets 2-1, 4-1, 6-1, 8-1, 11-7, 11-12, 11-38, 110-6, 110-9, 110-10, 110-25, 110-26, 110-30, 110-49

Section 2 Sheet 1 Revised sheet and removed special provision “SP 387(14) TERO – Statewide Signing Standing Rock”

Section 4 Sheet 1 Revised sheet and removed sign location symbols within the Standing Rock Reservation.

Section 6 Sheet 1 Revised sheet and removed note “108-500 TERO COORDINATION: Invite the Tribal TERO Office to the Preconstruction Conference.”

Revised sheet and removed note “754-P03 SIGN PUNCHING: All sign panels that are replacing existing sign panels shall be field verified for sign punching layout.”

Replaced with: “754-P03 SIGN ANCHORS: Install traffic control tubes or markers taller than the grass to mark sign anchors that are installed and left unattended. Install a new anchor and/or support at no additional cost to replace anchors or supports that are damaged prior to the installation of the remaining sign material.

Section 8 Sheet 1 Revised sheet to add a column for Urban Primary Regional Highways for Grafton US 81. Reduced total for FLAT SHEET FOR SIGNS-TYPE XI REFL SHEETING to 3753.7 SF Reduced total for FLAT SHEET FOR SIGNS-TYPE IV REFL SHEETING to 1711.5 SF Reduced total for STEEL GALV POSTS-TELESCOPING PERFORATED TUBE to 1968.6 LF Moved quantity for REMOVE SIGN FOUNDATION from Bismarck to Rural Highways & interstate column Revised the spec and code for item OVERLAY PANEL-TYPE XI REFLECTIVE SHEETING to 754-542

Section 11 Sheet 7 Revised sheet to remove signs on ND Hwy 6 at R.P.’s 0.289, 22.177, and 28.658 from the table.

Section 11 Sheet 12 Revised sheet to remove all signs on ND 24 from the table. The removed signs were at R.P.’s 7.077, 22.859, 22.915, 22.944, 22.994, 23.056, 23.124, 23.140, 36.053, 36.491, 38.560, 38.718, 40.208.

Utility Letter March 10, 2014 Page 2 of 2

Section 11 Sheet 38 Revised sheet to remove sign on ND 1806 at R.P. 29.723 from the table.

Section 110 Sheet 6 Revised sheet to remove signs on ND Hwy 6 at R.P.’s 0.289, 22.177, and 28.658 from the sign summary.

Section 110 Sheet 9 ND Hwy 18 199.883 LT Sign Support Length 1st changed to 9.9 and 2nd changed to 10.3 and max length changed to 11.7 with no sleeve length, number of anchors increased to 2. Subtotals changed accordingly.

Section 110 Sheet 10 Revised sheet to remove all signs on ND 24 from the sign summary The removed signs were at R.P.’s 7.077, 22.859, 22.915, 22.944, 22.994, 23.056, 23.124, 23.140, 36.053, 36.491, 38.560, 38.718, 40.208.

Section 110 Sheet 25 Revised sheet to remove sign on ND 1806 at R.P. 29.723 from the sign summary.

Section 110 Sheet 26 Reduced Grand Total for FLAT SHEET FOR SIGNS-TYPE IV to 1711.5 SF Reduced Grand Total for FLAT SHEET FOR SIGNS-TYPE XI to 3300.1 SF Reduced Grand Total for Sign Support Length to 1452.7 LF Reduced Grand Total for Anchor to 516 LF

Section 110 Sheet 30 Sign number SN 3 removed “ND 6 – 0.289 RT”

Section 110 Sheet 49 Sign number SN 60 Background and Legend/Border material revised to IV Reflective.

WSB & Associates, Inc. Michael Shomion, PE Project Manager

SpecNo.

Amount

Description UnitApprox.Quantity

Unit Price

$$$$$ 000 $$$$$ 00

PROPOSAL FORMNorth Dakota Department of Transportation

031Page 5 of 8

3/8/2017

JobMarch 17, 2017BID 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.

Project: SHE-9-999(367) (PCN-21462)

Rev: BID ITEMS

CONTRACT BOND 1.001 103 0100 L SUM

MOBILIZATION 1.002 702 0100 L SUM

FLAGGING 130.003 704 0100 MHR

TRAFFIC CONTROL SIGNS 1,064.004 704 1000 UNIT

DELINEATOR DRUMS 30.005 704 1060 EA

TUBULAR MARKERS 20.006 704 1067 EA

SEQUENCING ARROW PANEL-TYPE C 2.007 704 1087 EA

FLAT SHEET FOR SIGNS-TYPE XI REFL SHEETING 7003,753.008 754 0110 SF

FLAT SHEET FOR SIGNS-TYPE IV REFL SHEETING 5001,711.009 754 0112 SF

STEEL GALV POSTS-TELESCOPING PERFORATED TUBE 6001,968.010 754 0206 LF

GALV STEEL POSTS-W-SHAPE POSTS(TWO OR MORE) 660.011 754 0214 LF

PANEL FOR SIGNS-TYPE IX REFLECTIVE SHEETING 57.012 754 0533 SF

PANEL FOR SIGNS-TYPE IV REFLECTIVE SHEETING 900883.013 754 0534 SF

OVERLAY PANEL-TYPE IV REFLECTIVE SHEETING 50086.014 754 0541 SF

OVERLAY PANEL-TYPE XI REFLECTIVE SHEETING 15.015 754 0542 SF

RESET SIGN PANEL 6.016 754 0592 EA

TABLE OF CONTENTS LIST OF STANDARD DRAWINGS

3/6/2017 2:03:14 PM K:\02711-020\Cad\9999367\Design\Addendum\Addendum 1\002TB\002TB_001_tblcnt.docm

STATE PROJECT NO. SECTION

NO.SHEET

NO.

ND SHE-9-999(367) 2 1

Section No. Sheet No. Description

1 1 Title Sheet

2 1 Table of Contents, Special Provisions & Standard Drawings

4 1-8 Scope of Work

6 1 Notes

8 1 Quantities

11 1-39 Sign Location Tables

11 40 Standard Sign Tabulation

80 1-12 I-94 Interchange Layouts

80 13-14 ND 810 Layouts

80 15-16 I-29 Interchange Layouts

100 1 Traffic Control Devices List

110 1-26 Sign Summary - Perforated Tube

110 27-29 Sign Summary - Round and W-Shape Posts

110 30-65 Sign Details

110 66-67 Special Sign Assembly Details

LIST OF SPECIAL PROVISIONS (SP)

SP # Description

SP 5000(014) Permits and Environmental Considerations

Standard No. Description

D-101-1, 2, & 3 NDDOT Abbreviations

D-101-10 NDDOT Utility Company Abbreviations

D-101-20 & 21 Linestyles

D-101-30, 31, & 32 Symbols

D-704-7 & 8 Breakaway Systems for Construction Zone Signs

D-704-9, 10, 11, & 12 Construction Sign Details

D-704-13 Barricade Details and Channelizing Devices

D-704-14 Construction Sign & Barricade Assembly Details

D-704-23 Short Term Urban Detour and Lane Closure on a Divided Highway

D-704-24 Shoulder Closures

D-704-25 Lane Closures on Urban Streets

D-704-50 Portable Sign Support Assembly

D-754-1 Pipe or W-Shape Assembly Details

D-754-2 Breakaway Coupler System for Standard Pipe - Stub Post

D-754-3 Breakaway System for Standard Pipe - Stub Post

D-754-4 Multi-Directional Breakaway System for Standard Pipe - Stub Post

D-754-5 Foundation Data For Steel Supports

D-754-6 Hinge Plate, Fuse Plate, and Foundation Details for Standard Pipe

D-754-7 Pipe Support and Sign Mounting Details

D-754-9 Letter and Arrow Details for Variable Length Signs

D-754-12 Breakaway Coupler System - Structural Details for W-Shape Supports

D-754-13 Breakaway System Structural Details for W-Shape Supports

D-754-14 Wind Beams and Anchor Plates for W-Shape Supports

D-754-21 Reflectorized Delineators

D-754-23 Perforated Tube Assembly Details

D-754-24 Mounting Details, Perforated Tube

D-754-24A Breakaway Coupler System for Perforated Tubes

D-754-25 Mounting Details Perforated Tube

D-754-26 to 30, 32 & 37 Sign Punching, Stringer & Support Location Details Regulatory, Warning, and Guide Signs

D-754-47 to 50 Sign Punching, Stringer and Support Location Details for Variable Length Signs

D-754-58 Sign Punching, Stringer and Support Location Details - Route Marker Signs

D-754-79 Chevron Installation Details

D-754-80 Light Standard, Signal Standard, and Span Wire Mounted Sign Assembly Detail

D-754-82 Object Markers

D-754-85 Truck Inspection Roadside Site Sign Details for Conventional Roadways

D-754-85A Truck Inspection Roadside Site Pulley Winch for 6’ X 3.5’ Sign

D-754-85G Pulley Winch Sign Cover for Warning Signs

D-754-87 Sign Punching, Stringer & Support Location Details – For Street Name Signs and 911 Signs

This document was originally issued and sealed by

Michael Shomion, Registration Number

PE-9221, on 01/25/2016 and the

original document is stored at the North Dakota Department of Transportation.

NOTES

3/6/2017 1:59:29 PM K:\02711-020\Cad\9999367\Design\Addendum\Addendum 1\006NT\006NT_001_notes.docm

STATE PROJECT NO. SECTION

NO.SHEET

NO.

ND SHE-9-999(367) 6 1

GENERAL NOTES

100-P01 COORDINATION OF PROJECTS: A number of other construction projects will be under contract and taking place within the highway right of way during the 2017 construction season which may be in the vicinity of this project. It is the contractor’s responsibility to coordinate his activities, schedules and traffic control with all other contractors working within the highway right of way.

107-100 LAWS TO BE OBSERVED: All or a portion of this project lies within the exterior boundaries of an Indian Reservation. Review laws and ordinances pertaining to the work contained within the boundaries of the reservation.

704-P01 TRAFFIC CONTROL DEVICES: The Traffic Control Devices List has been developed using the following layouts of the Standard Drawings for traffic control.

Traffic control devices will comply with the following Standard Drawings:

D-704-23 Type P

D-704-24 Type U: For sign installation when shoulder closure is needed on a State Highway.

D-704-24 Type HH and Type R for shoulder closures on Divided Highways and cross Roads.

D-704-24 Type S for work beyond the shoulder on cross roads.

D 704-25 Type V for Lane Closures on Urban Streets

D-704-25 Type W for work beyond the curb on Urban Streets

The required traffic control signs and devices shown on the Standard Drawings will be paid for at the unit price for the bid item “Traffic Control Signs”. The unit quantity is

based on three set ups of each of the situations. Should the contractor choose to utilize more than three crews requiring the signing of more than three locations at a time, no additional payment will be made for the additional signing required. The cost of any additional devices required to accommodate the Contractor’s operations are included in the unit price bid for “Traffic Control Signs”.

754-P01 SIGNS AND SUPPORTS: Dispose of removed sign material, that is not reset or noted to be returned to the District, according to Section 107.17 Removed Material.

Install sign panels on w-shape and pipe supports with the bottom of the sign at the hinge joint as shown on Standard Drawings D-754-6 (pipe) and D-754-13 (w-shape.)Cut supports to top of sign panels when posts are longer than necessary. Include cost for cutting supports in the contract unit price for "Panel for Signs-Type _".

754-P02 ROUTE MARKER ASSEMBLIES: When replacing route marker assemblies the following mounting order should be used:

1. Where two or more routes follow the same section of highway, the route signs for Interstate, U.S., State, and county routes will be mounted in that order from the left in horizontal arrangements and from the top in vertical arrangements. Route signs will also follow this order of precedence with lower-numbered routes placed at the left or top.

2. Within groups of assemblies, information for routes intersecting from the left are mounted at the left in horizontal arrangements and at the top or center of vertical arrangements. Similarly, information for routes intersecting from the right shall be at the right or bottom, and for straight-through routes at the center in horizontal arrangements or top in vertical arrangements.

754-P03 SIGN ANCHORS: Install traffic control tubes or markers taller than the grass to mark sign anchors that are installed and left unattended. Install a new anchor and/or support at no additional cost to replace anchors or supports that are damaged prior to the installation of the remaining sign material.

754-P04 SIGN MOUNTING HEIGHT: The sign mounting height on this project varies by sign location and roadway classification. Sections of highway with curb or adjacent pedestrian facilities will have a typical mounting height of 7’. Sections of highway without curb or pedestrian facilities adjacent will have a typical mounting height of 5’ except as noted below:

- I-29 and ramps – 7’ mounting height - US 52 from RP 252.0 to RP 264.0 – 7’ mounting height - US 83 from RP 91.00 to 142.00 – 7’ mounting height - I-94 and ramps – 7’ mounting height - ND 810 from RP 0.00 to 1.00 – 7’ mounting height

See Std Drawing D-754-1 for more details.

754-P05 OVERHEAD SIGNS: Mounting of overhead is limited to the hours of 8:00 PM to 6:00 AM.

ESTIMATE OF QUANTITIES

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

3/8/2017 MSHOMION K:\02711-020\Cad\9999367\Design\Addendum\Addendum 1\008QS\008QS_001_estimate.dgn2:14:54 PM

SHE-9-999(367)

8 1

SPEC CODE ITEM DESCRIPTION UNIT

Interstate

&

Highways

Rural

Urban Primary Regional Highways (90 / 10 / 0) Urban Secondary Regional Highways (90 / 5 / 5)

TOTALMandan Jamestown Grafton Grand Forks Mandan Bismarck Valley City Grand Forks

ND 6ND 20

US 52, US 281,US 81 US 2

ND 810, I-94B

ND 1806,

I-94B

US 83B, ND 1804,I-94B

ND 297

US 2B, US 81,

103 0100 CONTRACT BOND L SUM 1 1

702 0100 MOBILIZATION L SUM 1 1

704 0100 FLAGGING MHR 130 130

704 1000 TRAFFIC CONTROL SIGNS UNIT 1064 1064

704 1060 DELINEATOR DRUMS EA 30 30

704 1067 TUBULAR MARKERS EA 20 20

704 1087 SEQUENCING ARROW PANEL - TYPE C EA 2 2

754 0110 FLAT SHEET FOR SIGNS-TYPE XI REFL SHEETING SF 2377.5 89.1 118.2 43.4 11 645.9 271.2 80.8 116.60 3753.7

754 0112 FLAT SHEET FOR SIGNS-TYPE IV REFL SHEETING SF 1479.9 6 152.2 5.3 68.10 1711.5

754 0206 STEEL GALV POSTS-TELESCOPING PERFORATED TUBE LF 1573.2 14.7 83.9 177 14.7 105.10 1968.6

754 0214 GALV STEEL POSTS-W-SHAPE POSTS(TWO OR MORE) LF 419.2 115.5 125.3 660

754 0533 PANEL FOR SIGNS-TYPE XI REFLECTIVE SHEETING SF 40 17 57

754 0534 PANEL FOR SIGNS-TYPE IV REFLECTIVE SHEETING SF 641.3 135.8 106.8 883.9

754 0541 OVERLAY PANEL-TYPE IV REFLECTIVE SHEETING SF 64 22.5 86.5

754 0542 OVERLAY PANEL-TYPE XI REFLECTIVE SHEETING SF 15 15

754 0592 RESET SIGN PANEL EA 4 2 6

754 1104 REMOVE SIGN FOUNDATION EA 2 2

Revised 3/7/17

Sign descriptions followed by "(FYG)" shall have a Fluorescent Yellow-Green Background.5)

See section 110 for sign details and sign summary4)

For a location with New Sign and Supports the existing sign panel, posts, and foundations are to be removed3)

For a location with Sign Panel Overlay the existing sign panel shall remain in place.2)

For a location with New Sign Panel On An Existing Support the existing sign panel shall be removed.1)

ND Hwy 1804

Action Signs For Replacement Sign

80

LA

YO

UT S

EC

TIO

N

Existing S

upports

Ne

w Sig

n O

n

Overlay

Sig

n P

anel

Supports

Ne

w Sig

n a

nd

Reset Sig

ns

Sign #1 (Bottom Sign) Sign #2 Sign #3 Summary

Tube

Perforate

d

& W

-Shape

Round Pipe

Sign Location

Code

Sign

(in)

Width

(in)

Height

Code

Sign

(in)

Width

(in)

Height

Code

Sign

(in)

Width

(in)

Height

(Ref. Pt.) Sign Type Sign Type Sign Type Notes

83.19 LT X SIGNAL AHEAD W3-3 48 48 X

ND Hwy 1806


80

LA

YO

UT S

EC

TIO

N

Existing S

upports

Ne

w Sig

n O

n

Overlay

Sig

n P

anel

Supports

Ne

w Sig

n a

nd

Reset Sig

ns


Tube

Perforate

d

& W

-Shape

Round Pipe

Sign Location

Code

Sign

(in)

Width

(in)

Height

Code

Sign

(in)

Width

(in)

Height

Code

Sign

(in)

Width

(in)

Height


51.238 LT X STOP R1-1 30 30 X

63.905 RT X STOP R1-1 48 48 X

67.144 LT X STOP R1-1 30 30 X

ND 1806 - Mandan -SR


80

LA

YO

UT S

EC

TIO

N

Existing S

upports

Ne

w Sig

n O

n

Overlay

Sig

n P

anel

Supports

Ne

w Sig

n a

nd

Reset Sig

ns


Tube

Perforate

d

& W

-Shape

Round Pipe

Sign Location

Code

Sign

(in)

Width

(in)

Height

Code

Sign

(in)

Width

(in)

Height

Code

Sign

(in)

Width

(in)

Height


67.47 RT X STOP R1-1 30 30 X

68.221 LT X NO PARKING R8-3 24 30 X

68.412 LT X SPEED LIMIT 55 R2-1 24 30 X

69.864 RT X AHEAD (FYG) W16-9P 24 12(FYG)

PEDESTRIAN CROSSINGW11-2 36 36 X LIGHT POLE MOUNTED

69.904 RT X DOWN LEFT ARROW (FYG) W16-7P 24 12(FYG)

PEDESTRIAN CROSSINGW11-2 30 30 X

69.905 LT X SPEED LIMIT 25 R2-1 24 30 X REMOUNT CITY SIGNS

69.911 0 X DOWN LEFT ARROW (FYG) W16-7P 24 12(FYG)

PEDESTRIAN CROSSINGW11-2 30 30 X LIGHT POLE MOUNTED

69.946 LT X X AHEAD (FYG) W16-9P 24 12(FYG)

PEDESTRIAN CROSSINGW11-2 36 36 X

PARKING SIGN

REMOUNT CITY NO

70.616 RT X SPEED LIMIT 25 R2-1 24 30 X LIGHT POLE MOUNTED

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

3/7/2017 mshomion K:\02711-020\Cad\9999367\Design\Sheets\011DT\011DT_038_DT.dgn1:46:55 PM

11SHE-9-999(367)

Sign Location Tables

2017 Statewide Signing Retroreflectivity

Various Locations

38

of Transportation

North Dakota Department

document is stored at the

on 03/07/2017 and the original

PE- 9221,

Registration Number

Michael J. Shomion

issued and sealed by

This document was originally

Revised 3/7/17

No.Sta/RP

Flat Sheet

1st 2ndSize Comments

Sign Support LengthFor SignsXIIVSignSFSF LFLF

MaxPostLenLF

AnchorEA

ResetSign

EA

ResetSign

SupportEA

4thLF

3rdLFNo.

Assembly Panel Break-AwayEA

1st 2ndSleeve Length

LFLF4thLF

3rdLF Size Size

Sleeve AnchorSupport AnchorLF

SHE-9-999(367)

PROJECT NO.

N.D.

STATE SHEETNO.

SECTIONNO.

6110

ND Hwy 6

045.027 RT Mount on Existing Supports5.2


049.027 LT Mount on Existing Supports5.2
















063.414 RT 8.7 2 x 2 12 ga 10.5 15.21 2.25 x 2.25 12 ga4




Sub Total 4 0 08.7Total Total0.0 110.0 0

Page 6 of 26

3/6/2017 4:52:14 PM


Sign SummaryPerforated Tube

Basis of EstimateSign Support Lengths

The sign support lengths have been calculatedusing the following vertical clearances:

Areas where parking and/or pedestrian movement will occur - 84"

Urban/rural expressway and freeway - 84" (Offset - 60")

Rural Roadway - 60"

Bike route - 60"

No.Sta/RP

Flat Sheet



MaxPostLenLF

AnchorEA

ResetSign

EA

ResetSign

SupportEA

4thLF

3rdLFNo.



LFLF4thLF

3rdLF Size Size


SHE-9-999(367)

PROJECT NO.

N.D.

STATE SHEETNO.

SECTIONNO.

9110

ND Hwy 18


SN 8153.142 LT 11.7 12.6 2.25 x 2.25 12 ga 13.5 219.3 23.2 4.2 2 x 2 12 ga 3 x 3 7 ga4






SN 8199.439 RT 11.8 12.8 2.25 x 2.25 12 ga 13.5 219.3 23.4 4.3 2 x 2 12 ga 3 x 3 7 ga4

SN 9199.529 RT 10.0 10.5 2.5 x 2.5 10 ga 11.4 221.0 23 x 3 7 ga4

SN 10199.785 LT 10.2 10.7 2.5 x 2.5 10 ga 11.4 221.0 23 x 3 7 ga4

SN 8199.883 LT 9.9 10.3 2.5 x 2.5 10 ga 11.7 219.3 23 x 3 7 ga4



ND 20 - Jamestown - PR




ND Hwy 20




Page 9 of 26

2/28/2017 4:24:37 PM







Rural Roadway - 60"

Bike route - 60"

No.Sta/RP

Flat Sheet



MaxPostLenLF

AnchorEA

ResetSign

EA

ResetSign

SupportEA

4thLF

3rdLFNo.



LFLF4thLF

3rdLF Size Size


SHE-9-999(367)

PROJECT NO.

N.D.

STATE SHEETNO.

SECTIONNO.

10110

ND Hwy 24


ND Hwy 25

000.063 RT 10.8 2.5 x 2.5 10 ga 12.3 116.017 13.2 2.19 x 2.19 10 ga 3 x 3 7 ga4




028.672 LT Mount on Existing Supports6.3 2.7

034.181 RT 12.0 2.5 x 2.5 10 ga 12.9 19.020 13 x 3 7 ga4





Interstate 29

131.032 LT MDN 10.3 2 x 2 12 ga 10.6 15.032 2.25 x 2.25 12 ga4

131.038 RT MDN 10.5 2 x 2 12 ga 10.6 15.032 2.25 x 2.25 12 ga4


Page 10 of 26

3/6/2017 4:52:16 PM







Rural Roadway - 60"

Bike route - 60"

No.Sta/RP

Flat Sheet



MaxPostLenLF

AnchorEA

ResetSign

EA

ResetSign

SupportEA

4thLF

3rdLFNo.



LFLF4thLF

3rdLF Size Size


SHE-9-999(367)

PROJECT NO.

N.D.

STATE SHEETNO.

SECTIONNO.

25110

ND Hwy 1804



ND Hwy 1806

Mount on Existing Supports5.2

Mount on Existing Supports13.3

051.238 LT

063.905 RT



Page 25 of 26

3/7/2017 8:53:18 AM







Rural Roadway - 60"

Bike route - 60"

No.Sta/RP

Flat Sheet



MaxPostLenLF

AnchorEA

ResetSign

EA

ResetSign

SupportEA

4thLF

3rdLFNo.



LFLF4thLF

3rdLF Size Size


SHE-9-999(367)

PROJECT NO.

N.D.

STATE SHEETNO.

SECTIONNO.

26110

ND 1806 - Mandan -SR




069.864 RT Mount on Light Standard11.0



069.911 0 Mount on Light Standard8.3

069.946 LT 10.4 2.5 x 2.5 10 ga 12.9 1 19.020 13 x 3 7 ga4








071.590 RT 11.8 2.5 x 2.5 12 ga 12.4 18.553 3 x 3 7 ga4

071.630 LT 9.7 2 x 2 12 ga 11.5 15.09 2.25 x 2.25 12 ga4

071.671 RT 10.4 2.5 x 2.5 10 ga 12.9 19.020 13 x 3 7 ga4

071.727 LT 11.8 2.5 x 2.5 12 ga 12.4 18.553 3 x 3 7 ga4


075.002 LT 12.3 2.5 x 2.5 10 ga 12.9 19.020 13 x 3 7 ga4

075.079 LT 10.4 2 x 2 12 ga 11.5 1 15.09 2.25 x 2.25 12 ga4




ND Hwy 1806



Grand Total 0Total1711.5 3300.1 1452.7 100516 6Total

Page 26 of 26

3/7/2017 8:53:19 AM







Rural Roadway - 60"

Bike route - 60"

4501 coleman street | suite 205 | bismarck, nd 58503

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