October 23, 2017 - North Dakota Department of … 32...052 724 1208BORE & PUSH 8IN WATERMAIN LF 100. 053 748 0100CURB & GUTTER LF 1,171. 054 748 1030VALLEY GUTTER 72IN SY 30. 055 750

October 23, 2017

ADDENDUM 1 To: All prospective bidders and suppliers on Project SU-5-983(059)059 scheduled for the November 17,

2017 bid opening. Please incorporate the following revisions into the plans for the referenced project: Plan Revisions: Remove and Replace Sheets 1-1, 8-1, 10-1, 11-1, 30-2, 30-3, 30-4, 30-5, 30-6, 110-1, 110-2, 110-6, 110-8, 110-10, 110-11, 200-9 thru 39 Section 1 – Cover Sheet

Sheet 1-1: Revised Traffic Data and Design ESAL’s. Section 8 - Quantities

Sheet 8-1: Revised “Common Excavation-Waste”, “Water”, “Aggregate Base Course CL 5”, and “Reset Sign Panel” quantities. Added “Reset Sign Support” item.

Section 10 – Basis of Estimate

Sheet 10-1: Revised “Aggregate Base Course CL 5” quantity to reflect revised asphalt pavement section. Revised “Water” quantity to reflect revised “Aggregate Base Course CL 5” quantity.

Section 11 – Quantity Summary

Sheet 11-1: Revised earthwork quantities to reflect revised asphalt pavement section. Section 30 – Typical Sections

Sheets 30-2 thru 30-6: Revised minimum existing aggregate base depth for concrete pavement section from 5.5-inches to 4-inches. Revised proposed “Aggregate Base Course CL 5” depth for asphalt pavement sections from 8-inches to 10-inches.

Section 110 - Signing

Sheets 110-1 thru 110-2: Added “Reset Sign” and “Reset Sign Support” at Sta 74+75 RT.

Sheets 110-6, 8, 10, 11: Added existing and proposed signs for east truck route. Section 200 – Cross Sections

Sheet 200-9 thru 200-39: Revised proposed “Aggregate Base Course CL 5” depth for asphalt pavement sections from 8-inches to 10-inches.

Andrew Schrank /s/ Andrew Schrank, PE

Enclosures

SpecNo.

Amount

Description UnitApprox.Quantity

Unit Price

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

PROPOSAL FORMNorth Dakota Department of Transportation

032Page 5 of 12

11/6/2017

JobNovember 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: SU-5-983(059)059 (PCN-21723)

Rev: BID ITEMS

CONTRACT BOND 1.001 103 0100 L SUM

REMOVAL OF TREES & BRUSH 1.002 201 0352 L SUM

REMOVAL OF TREES 10IN 2.003 201 0370 EA

REMOVAL OF PAVEMENT 5,266.004 202 0136 TON

REMOVAL OF PIPE ALL TYPES AND SIZES 2,003.005 202 0174 LF

COMMON EXCAVATION-TYPE A 26.006 203 0101 CY

COMMON EXCAVATION-WASTE 5,110.007 203 0113 CY

WATER 171.008 216 0100 M GAL

SUBGRADE PREPARATION-TYPE A-12IN 30026.009 230 0165 STA

SEEDING CLASS I 300.010 251 0100 ACRE

HYDRAULIC MULCH 300.011 253 0201 ACRE

FIBER ROLLS 6IN 1,332.012 261 0106 LF

REMOVE FIBER ROLLS 6IN 1,332.013 261 0107 LF

WEIGHTED FIBER ROLLS 144.014 261 0200 LF

REMOVE WEIGHTED FIBER ROLLS 144.015 261 0201 LF

AGGREGATE BASE COURSE CL 5 7,752.016 302 0120 TON

SpecNo.

Amount


Unit Price

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


032Page 8 of 12

11/6/2017


CodeNo.


ItemNo.

Project: SU-5-983(059)059 (PCN-21723)

Rev: BID ITEMS

WATER LINE CONNECTION 6IN 3.049 724 0975 EA

WATER LINE CONNECTION 6IN TO 8IN 7.050 724 0976 EA

WATER LINE CONNECTION 8IN 3.051 724 0980 EA

BORE & PUSH 8IN WATERMAIN 100.052 724 1208 LF

CURB & GUTTER 1,171.053 748 0100 LF

VALLEY GUTTER 72IN 30.054 748 1030 SY

SIDEWALK CONCRETE 951.055 750 0100 SY

DRIVEWAY CONCRETE 16.056 750 1000 SY

DETECTABLE WARNING PANELS 216.057 750 2115 SF

FLAT SHEET FOR SIGNS-TYPE XI REFL SHEETING 100262.058 754 0110 SF

STEEL GALV POSTS-TELESCOPING PERFORATED TUBE 600582.059 754 0206 LF

RESET SIGN PANEL 3.060 754 0592 EA

RESET SIGN SUPPORT 1.061 754 0593 EA

DYNAMIC SPEED DISPLAY SIGN 2.062 754 8010 EA

PREFORMED PATTERNED PVMT MK-MESSAGE(GROOVED) 208.063 762 0122 SF

SHORT TERM 4IN LINE-TYPE NR 380.064 762 0430 LF

SpecNo.

Amount


Unit Price

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


032Page 9 of 12

11/6/2017


CodeNo.


ItemNo.

Project: SU-5-983(059)059 (PCN-21723)

Rev: BID ITEMS



SHORT TERM MESSAGE-TYPE NR 48.067 762 0442 SF

PREFORMED PATTERNED PVMT MK 4IN LINE-GROOVED 12,045.068 762 1305 LF

PREFORMED PATTERNED PVMT MK 6IN LINE-GROOVED 954.069 762 1307 LF




CONCRETE FOUNDATION-HIGHWAY LIGHTING 20.073 770 0020 EA

PULL BOX 2.074 770 0100 EA

2IN DIAMETER RIGID CONDUIT 3,215.075 770 0330 LF

UNDERGROUND CONDUCTOR NO4-TYPE RHW 6,766.076 770 0504 LF

UNDERGROUND CONDUCTOR NO6-TYPE RHW 3,383.077 770 0505 LF

FEED POINT-TYPE II-PAD MOUNTED 1.078 770 0735 EA

LT STD 8FT MA 32FT POLE BREAKAWAY 20.079 770 1718 EA

LED LUMINAIRE 20.080 770 4210 EA

SpecNo.

Amount


Unit Price

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


032Page 10 of 12

11/6/2017


CodeNo.


ItemNo.

Project: SU-5-983(059)059 (PCN-21723)

Rev: BID ITEMS

REMOVE LIGHT STANDARD 2.081 770 4560 EA

REMOVE CONCRETE FOUNDATION 2.082 770 4582 EA

STONE MULCH 332.083 970 0070 SF

TEMPORARY ACCESS 1.084 990 0230 L SUM

TOTAL SUM BID

DESIGN DATA - EAST OF MAIN AVE

Traffic Average Daily

Current 2018 Pass: 3386 Trucks: 235 Total: 3621

Forecast 2038 Pass: 5032 Trucks: 349 Total: 5381

Clear Zone Distance: 14' Design Speed: 35 mph

Minimum Sight Dist. for Stopping: 250' Bridges: N/A

Pavement Design Life 20 (years)

Design Accumulated One-Way Flexible ESALs: 599,120

Clear Zone Distance: 14' Design Speed: 35 mph

Minimum Sight Dist. for Stopping: 250' Bridges: N/A

Pavement Design Life 30 (years)

Design Accumulated One-Way Rigid ESALs: 1,263,513

DESIGN DATA - WEST OF MAIN AVE

Traffic Average Daily

Current 2018 Pass: 2576 Trucks: 194 Total: 2769

Forecast 2038 Pass: 3827 Trucks: 288 Total: 4115

This document wasoriginally issued and sealed

by

Registration NumberPE- , on

and the originaldocument is stored at the

City of Dickinson, NDCity Hall

STATE PROJECT NO.

ND

SHEETNO.

SECTIONNO.PCN

SU-5-983(059)059 1 1

10-23-179814

Andrew Schrank

21723

GOVERNING SPECIFICATIONS

2014 Standard Specifications for Road and Bridge Construction adopted by theNorth Dakota Department of Transportation and the Supplemental Specificationseffective on the date the project is advertised.

JOB #32CITY OF DICKINSON, STARK COUNTY

NORTH DAKOTANDDOT PROJECT NO. SU-5-983(059)059

8TH STREET S RECONSTRUCTION2ND AVE SW TO 6TH AVE SE

Grading, Aggregate Base Course, Hot Mix Asphalt, PCC Pavement,Curb & Gutter, Sidewalks, Driveway, Valley Gutter, Signing,

Pavement Marking, Lighting, & Water Main

STATE COUNTY MAP

I hereby certify that the attached plans were prepared byme or under my direct supervision and that I am a dulyregistered professional engineer under the laws of thestate of ND.

APPROVED DATE 10-23-17

Andrew Schrank /S/Andrew Schrank, PE-9814Highlands Engineering & Surveying, PLLC

CITY OF DICKINSON REVIEW

Craig Kubas /S/ Date: 10-23-17Craig Kubas, City EngineerCity of Dickinson, ND

DESIGNERS: HIGHLANDS ENGINEERING

Andrew Schrank, PE

KC Homiston, PE/LS

Andrew Albrecht, EIT

PROJECT NUMBER \ DESCRIPTION NET MILES GROSS MILESSU-5-983(059)059 0.632 0.648

DICKINSON

N

BEGIN PROJECTSTA 42+30.3 END PROJECT

STA 76+53.3

CITY MAP1"=1 mile

DESIGNERS: PRAIRIE ENGINEERING

Jeremy Butman, PE

EXCEPTIONSTA 49+57.7 to STA 50+43.3

103 0100 CONTRACT BOND LSUM 0.83 0.17 1

201 0352 REMOVAL OF TREES & BRUSH LSUM 1 1

201 0370 REMOVAL OF TREES 10IN EA 2 2

202 0136 REMOVAL OF PAVEMENT TON 5,266 5,266

202 0174 REMOVAL OF PIPE ALL TYPES AND SIZES LF 2,003 2,003

203 0101 COMMON EXCAVATION-TYPE A CY 26 26

203 0113 COMMON EXCAVATION-WASTE CY 5,110 5,110

216 0100 WATER MGAL 171 171

230 0165 SUBGRADE PREPARATION-TYPE A-12IN STA 26.3 26.3

251 0100 SEEDING CLASS I ACRE 0.30 0.30

253 0201 HYDRAULIC MULCH ACRE 0.30 0.30

261 0106 FIBER ROLLS 6IN LF 1,332 1,332

261 0107 REMOVE FIBER ROLLS 6IN LF 1,332 1,332

261 0200 WEIGHTED FIBER ROLLS LF 144 144

261 0201 REMOVAL WEIGHTED FIBER ROLL LF 144 144

302 0120 AGGREGATE BASE COURSE CL 5 TON 7,752 7,752

302 0407 RESHAPE AGGREGATE BASE COURSE STA 7.2 7.2

401 0050 TACK COAT GAL 714 714

401 0060 PRIME COAT GAL 5,000 5,000

430 0040 SUPERPAVE FAA 40 TON 3,174 3,174

430 1000 CORED SAMPLE EA 17 17

430 5828 PG 58-28 ASPHALT CEMENT TON 190 190

550 0300 8IN NON-REINF CONCRETE PVMT CL AE-DOWELED SY 3,884 3,884

702 0100 MOBILIZATION LSUM 0.83 0.17 1

704 0100 FLAGGING MHR 800 800

704 1000 TRAFFIC CONTROL SIGNS UNIT 3,181 3,181

704 1052 TYPE III BARRICADE EA 69 69

704 1054 SIDEWALK BARRICADE EA 28 28

704 1060 DELINEATOR DRUMS EA 161 161

704 1067 TUBULAR MARKERS EA 166 166

704 1080 STACKABLE VERTICAL PANELS EA 158 158

704 1500 OBLITERATION OF PAVEMENT MARKING SF 595 595

706 0550 BITUMINOUS LABORATORY EA 1 1

706 0600 CONTRACTOR'S LABORATORY EA 1 1

708 1540 INLET PROTECTION-SPECIAL EA 7 7

708 1541 REMOVE INLET PROTECTION-SPECIAL EA 7 7

722 6140 ADJUST GATE VALVE BOX EA 27 27

722 6200 ADJUST MANHOLE EA 8 8

724 0210 FITTINGS-DUCTILE IRON LBS 1,440 1,440

724 0270 REMOVE GATE VALVE & BOX EA 14 14

724 0300 GATE VALVE & BOX 6IN EA 8 8

724 0310 GATE VALVE & BOX 8IN EA 15 15

724 0411 6IN HYDRANT EA 5 5

724 0430 REMOVE HYDRANT EA 5 5

724 0805 PLUG 6IN WATERMAIN EA 2 2

724 0810 WATERMAIN 6IN PVC LF 110 110

724 0830 WATERMAIN 8IN PVC LF 1,899 1,899

724 0955 WATER SERVICE CONNECTION 1IN EA 3 3

724 0975 WATER LINE CONNECTION 6IN EA 3 3

724 0976 WATER LINE CONNECTION 6IN TO 8IN EA 7 7

724 0980 WATER LINE CONNECTION 8IN EA 3 3

724 1208 BORE & PUSH 8IN WATERMAIN LF 100 100

748 0100 CURB & GUTTER LF 1,171 1,171

748 1030 VALLEY GUTTER 72IN SY 30 30

750 0100 SIDEWALK CONCRETE SY 951 951

750 1000 DRIVEWAY CONCRETE SY 16 16

750 2115 DETECTABLE WARNING PANELS SF 216 216

754 0110 FLAT SHEET FOR SIGNS-TYPE XI REFL SHEETING SF 262.1 262.1

754 0206 STEEL GALV POSTS-TELESCOPING PERFORATED TUBE LF 582.6 582.6

754 0592 RESET SIGN PANEL EA 3 3

754 0593 RESET SIGN SUPPORT EA 1 1

754 8010 DYNAMIC SPEED DISPLAY SIGN EA 2 2

762 0122 PREFORMED PATTERNED PVMT MK-MESSAGE(GROOVED) SF 208 208

762 0430 SHORT TERM 4IN LINE-TYPE NR LF 380 380



762 0442 SHORT TERM MESSAGE-TYPE NR SF 48 48

762 1305 PREFORMED PATTERNED PVMT MK 4IN LINE-GROOVED LF 12,045 12,045

762 1307 PREFORMED PATTERNED PVMT MK 6IN LINE-GROOVED LF 954 954




770 0020 CONCRETE FOUNDATION-HIGHWAY LIGHTING EA 20 20

770 0100 PULL BOX EA 2 2

770 0330 2IN DIAMETER RIGID CONDUIT LF 3,215 3,215

770 0504 UNDERGROUND CONDUCTOR N04-TYPE RHW LF 6,766 6,766

770 0505 UNDERGROUND CONDUCTOR N06-TYPE RHW LF 3,383 3,383

770 0735 FEED POINT-TYPE II-PAD MOUNTED EA 1 1

770 1718 LT STD 8FT MA 32 FT POLE BREAKAWAY EA 20 20

770 4210 LED LUMINAIRE EA 20 20

770 4560 REMOVE LIGHT STANDARD EA 2 2

770 4582 REMOVE CONCRETE FOUNDATION EA 2 2

970 0070 STONE MULCH SF 332 332

990 0230 TEMPORARY ACCESS LSUM 1 1

PROJECT NO. SHEETNO.

SECTIONNO.STATE

ND

FED. AID CITY TOTALSPEC. CODE ITEM DESCRIPTION UNITS QTY. QTY. QTY.

FED. AID CITY TOTALSPEC. CODE ITEM DESCRIPTION UNITS QTY. QTY. QTY.

QUANTITIES

SU-5-983(059)059 8 1

2ND AVE SW TO 6TH AVE SE8TH STREET S RECONSTRUCTION


by





SECTIONNO.STATE

ND

BASIS OF ESTIMATE

SU-5-983(059)059 10 1


10-23-179814

Andrew Schrank

BASIS OF ESTIMATE

WATER:25 MGal/Mile of Dust Paliative = (0.63 Miles) x (25 MGal/Mile) = 16 MGal20 Gal/Ton for Aggregates = (7,752 Ton) x (20 Gal/Ton) ÷ (1000 MGal/Gal) = 155 MGal

HOT MIX ASPHALT RECONSTRUCTION AREA QUANTITIES EAST OF MAIN AVENUE

Sta 50+43 to 76+53

A B C = A x B / 36

TotalSpec Code Material UnitSurface Area

(SY)Depth

(IN)Volume

(CY)

302 0120 Aggregate Base Course CL 5 @ 1.875 Ton/CY Ton 14,287 10 3,969 7,441

401 0050 Tack Coat @ 0.05 Gal/SY (1 application) Gal 14,287 --- --- 714

401 0060 Prime Coat @ 0.25 Gal/SY Gal 14,287 --- --- 5,000

430 0040 Superpave FAA 40 @ 2 Ton/CY Ton 14,287 4 1,587 3,174

430 5828 PG 58-28 Asphalt Cemet @ 6.0% Ton --- --- --- 190

HBP CORED SAMPLES

A B C D

Specification Section Distance (ft) ÷ 2000 Lanes LiftsSublots

(A x B x C)Quantity(D x 2)

Quantity(1 per mile) Unit

430.04 I.2.b(1), "General" 1 4 2 8 16 --- EA

430.04 I.2.b(2), "Pavement Thickness Determination Cores" --- --- --- --- --- 1 EA

Total 16 1 EA

AGGREGATE BASE COURSE CL 5 @ 1.875 TON/CY FOR CURB & GUTTER, VALLEY GUTTER, SIDEWALK CONCRETE, AND DRIVEWAY CONCRETE

A B C = A x B / 3 D = 1.875 * C

Item Aggregate Base will be Beneath UnitDepth(FT)

End Area(SY)

Surface Area(SY)

Linear Feet(LF)

Volume(CY) Subtotal

Curb & Gutter - When Abutting New Sidewalk or Unpaved Areas * Ton --- 0.17 --- 622 35 65

Curb & Gutter - When Abutting Existing Sidewalk Ton --- 0.11 --- 549 20 38

Valley Gutter Ton 0.50 --- 30 --- 5 9

Sidewalk & Driveway Concrete Ton 0.33 --- 967 --- 106 199

Total 311* Includes aggregate base beneath and 1-foot behind curb & gutter.

REMOVAL OF PAVEMENT

A B 2 x (A x B / 27)

Material to be Removed UnitDepth(FT)

End Area(SF)

Area(SF)

Linear Feet(LF) Subtotal

Mainline Bituminous & Concrete Surfacing @ 2 Ton/CY Ton 0.42 --- 164,300 --- 5,112

Other Bituminous Surfacing @ 2 Ton/CY Ton 0.42 --- 824 --- 26

Sidewalk Concrete @ 2 Ton/CY Ton 0.33 --- 1574 --- 38

Driveway Concrete @ 2 Ton/CY Ton 0.50 --- 145 --- 5

Curb and Gutter @ 2 Ton/CY Ton --- 1.3 --- 887 85

Total 5,266


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SECTIONNO.STATE

ND

DATA TABLESEarthwork Summary

SU-5-983(059)059 11 1


10-23-179814

Andrew Schrank

EARTHWORK SUMMARY

Top of Existing Pavement toProposed Subgrade Volume

within Roadway (CY)

Pavement RemovalArea within

Roadway (SF)

Pavement RemovalVolume within Roadway

@ 5" Depth (CY)

CommonExcavation within

Roadway (CY)

Common Excavationfor Sidewalk, Driveway,

and Curb & GutterReconstruction Areas

(CY)

CommonExcavation for

Sidewalk in NewLocations (CY)

EmbankmentRequired for

Sidewalk in NewLocations (CY)

PAY ITEM

Common Excavation -Type A (CY)

PAY ITEM

Common Excavation -Waste (CY)

A B C = 5 * B / 324 D = A - C E (See Table Below) F G H = G I = D + E + F - H

2nd Ave SW toMain Avenue 1,173 34,947 539 634 --- 0 0 0 ---

Main Avenue to6th Ave SE 6,306 129,353 1,996 4,310 --- 116 26 26 ---

Total Project 7,479 164,300 2,535 4,944 76 116 26 26 5,110

NOTE: Quantity shown for embankment has been increased by 30% to account for shrinkage.

COMMON EXCAVATION FOR SIDEWALK, DRIVEWAYS, AND CURB & GUTTER RECONSTRUCTION AREAS

A B A x B / 3

Item Earthwork is to be Performed Under UnitDepth(FT)

End Area(SY)

Area(SY)

Linear Feet(LF) Subtotal

Curb & Gutter - When Abutting New Sidewalk or Unpaved Areas * CY --- 0.17 --- 622 35

Curb & Gutter - When Abutting Existing Sidewalk CY --- 0.11 --- 549 20

Sidewalk Reconstruction CY 0.33 --- 174 --- 19

Driveway Reconstruction CY 0.33 --- 16 --- 2

Total = E 76* Includes aggregate base beneath and 1-foot behind curb & gutter.

TYPICAL PROPOSED ROADWAY SECTION

STA. 43+50 TO 44+75

1

2 2


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SECTIONNO.STATE

ND

TYPICAL SECTIONSProposed

SU-5-983(059)059 30 2


10-23-179814

Andrew Schrank

STA. B.O.P. TO 43+50STA. 44+75 TO 45+50STA. 50+43 TO 51+50STA. 52+25 TO 52+50STA. 54+00 TO 54+75

STA. 59+00 TO 62+25STA. 63+00 TO 65+00STA. 66+75 TO 67+50STA. 75+25 TO E.O.P.

TRANSITION AREAS: THE FOLLOWING AREAS ARE TRANSITION AREAS BETWEEN THE TYPICAL SECTIONS SHOWN.SEE CROSS-SECTION SHEETS FOR DETAILS AT THE FOLLOWING TRANSITION AREAS.

1

2


STA. 45+50 TO 49+58

1

2 2


STA. 51+50 TO 52+25

1 1


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SECTIONNO.STATE

ND


SU-5-983(059)059 30 3


10-23-179814

Andrew Schrank

1

2

1


STA. 52+50 TO 54+00

1 1


STA. 54+75 TO 59+00

11


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SECTIONNO.STATE

ND


SU-5-983(059)059 30 4


10-23-179814

Andrew Schrank

1

1


STA. 62+25 TO 63+00

1 1


STA. 65+00 TO 66+75

11


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SECTIONNO.STATE

ND


SU-5-983(059)059 30 5


10-23-179814

Andrew Schrank

1

1


STA. 67+50 TO 75+25

1 1


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SECTIONNO.STATE

ND


SU-5-983(059)059 30 6


10-23-179814

Andrew Schrank

1

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

SU-5-983(059)059

PROJECT NO.

N.D.

STATE SHEETNO.Revised 10/23/17 SECTION

NO.

1110

34+25 Rt 10.4 2.5 x 2.5 10 ga 12.9 19.020 13 x 3 7 ga436+00 Rt 10.2 2.25 x 2.25 12 ga 10.6 17.510 2.5 x 2.5 12 ga437+80 Lt 10.2 2.25 x 2.25 12 ga 10.6 17.510 2.5 x 2.5 12 ga443+84 Lt Mount on Light Standard3.0846+25 Rt 9.2 2 x 2 12 ga 14.6 13.08 2.25 x 2.25 12 ga446+40 Lt 8.7 2 x 2 12 ga 25.5 11.57 2.25 x 2.25 12 ga447+30 Lt 10.2 2.25 x 2.25 12 ga 10.6 17.510 2.5 x 2.5 12 ga448+97 Lt Mount on Light Standard1.5749+01 Lt 9.7 2 x 2 12 ga 10.5 1 11 2.25 x 2.25 12 ga449+26 Rt 9.2 2.5 x 2.5 12 ga 11.3 18.034 3 x 3 7 ga449+52 Rt 9.7 2.5 x 2.5 12 ga 12.1 17.52 3 x 3 7 ga4

SA A49+70 Lt 11.3 2.5 x 2.5 12 ga 12.5 1 Use fluorescent yellow-green signs.8.3 3 x 3 7 ga4SA A50+30 Lt 11.3 2.5 x 2.5 12 ga 12.5 1 Use fluorescent yellow-green signs.8.3 3 x 3 7 ga4

50+43 Lt 9.7 2.5 x 2.5 12 ga 12.1 17.52 3 x 3 7 ga450+65 Rt 8.7 2 x 2 12 ga 25.5 11.57 2.25 x 2.25 12 ga450+74 Rt 9.2 2.5 x 2.5 12 ga 11.3 18.034 3 x 3 7 ga451+09 Lt 1 Mount on Light Standard371

SA A52+25 Rt 11.3 2.5 x 2.5 12 ga 12.5 1 Use fluorescent yellow-green signs.8.3 3 x 3 7 ga453+25 Rt 8.7 2 x 2 12 ga 25.5 11.57 2.25 x 2.25 12 ga453+40 Lt 8.7 2 x 2 12 ga 25.5 11.57 2.25 x 2.25 12 ga4

SA A54+00 Rt 11.3 2.5 x 2.5 12 ga 12.5 1 Use fluorescent yellow-green signs.8.3 3 x 3 7 ga4SA A54+66 Lt 11.3 2.5 x 2.5 12 ga 12.5 1 Use fluorescent yellow-green signs.8.3 3 x 3 7 ga4

55+80 Rt 9.2 2 x 2 12 ga 14.6 13.08 2.25 x 2.25 12 ga456+14 Lt Mount on Light Standard3.08

SA A57+00 Lt 11.3 2.5 x 2.5 12 ga 12.5 1 Use fluorescent yellow-green signs.8.3 3 x 3 7 ga4SA B57+00 Rt 12.3 2.5 x 2.5 12 ga 15.3 17.5 12.4 2.25 x 2.25 12 ga 3 x 3 7 ga4

59+35 Lt 9.2 2 x 2 12 ga 14.6 13.08 2.25 x 2.25 12 ga461+64 Rt Mount on Light Standard3.0862+00 Lt 9.2 2 x 2 12 ga 14.6 13.08 2.25 x 2.25 12 ga4

SA A63+55 Rt 11.3 2.5 x 2.5 12 ga 12.5 1 Use fluorescent yellow-green signs.8.3 3 x 3 7 ga4SA A63+68 Lt 11.3 2.5 x 2.5 12 ga 12.5 1 Use fluorescent yellow-green signs.8.3 3 x 3 7 ga4

64+75 Rt 10.2 2.25 x 2.25 12 ga 10.6 17.510 2.5 x 2.5 12 ga4SA A66+07 Lt 11.3 2.5 x 2.5 12 ga 12.5 1 Use fluorescent yellow-green signs.8.3 3 x 3 7 ga4

66+18 Rt Mount on Light Standard3.08

Page 1 of 210/23/2017 10:34:52 AM

8th Street S Reconstruction

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"

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

SU-5-983(059)059

PROJECT NO.

N.D.

STATE SHEETNO.Revised 10/23/17 SECTION

NO.

2110

67+00 Lt 9.2 2 x 2 12 ga 14.6 13.08 2.25 x 2.25 12 ga4SA B69+55 Lt 12.3 2.5 x 2.5 12 ga 15.3 17.5 12.4 2.25 x 2.25 12 ga 3 x 3 7 ga4

70+25 Rt Mount on Light Standard3.0871+00 Lt 9.2 2 x 2 12 ga 14.6 13.08 2.25 x 2.25 12 ga473+20 Rt 8.7 2 x 2 12 ga 25.5 11.57 2.25 x 2.25 12 ga473+50 Lt 8.7 2 x 2 12 ga 25.5 11.57 2.25 x 2.25 12 ga4

SA A74+00 Rt 11.3 2.5 x 2.5 12 ga 12.5 1 Use fluorescent yellow-green signs.8.3 3 x 3 7 ga474+75 Rt 2 x 2 12 ga 1 137375+32 Lt 9.8 2 x 2 12 ga 13.6 13.94 2.25 x 2.25 12 ga4

SA A75+55 Lt 11.3 2.5 x 2.5 12 ga 12.5 18.3 3 x 3 7 ga4SA A75+88 Rt 11.3 2.5 x 2.5 12 ga 12.5 1 Use fluorescent yellow-green signs.8.3 3 x 3 7 ga4SA A75+89 Lt 11.3 2.5 x 2.5 12 ga 12.5 1 Use fluorescent yellow-green signs.8.3 3 x 3 7 ga4SA A75+90 Lt 11.3 2.5 x 2.5 12 ga 12.5 1 Use fluorescent yellow-green signs.8.3 3 x 3 7 ga4

75+97 Lt 9.7 2 x 2 12 ga 10.5 15.21 2.25 x 2.25 12 ga4SA A78+00 Lt 11.3 2.5 x 2.5 12 ga 12.5 1 Use fluorescent yellow-green signs.8.3 3 x 3 7 ga4

Sub Total 164 3 1418.6Total Total0.0 262.1 3

Grand Total 1Total0.0 262.1 418.6 3164 3Total

Page 2 of 210/23/2017 10:34:54 AM

8th Street S Reconstruction

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"

OHE OHE OHE OHE OHE OHE OHE OHE OHE

OH

EO

HE

MA

IN A

VE

FRO

NTA

GE

RD

1ST

AV

E S

E


by





SECTIONNO.STATE

ND

SIGNING

SU-5-983(059)059 110 6


10-23-179814

Andrew Schrank

SCALE: 1" = 40'

40'0

3RD

AV

E S

E

SO

UTH

VIE

W A

VE

ME

AD

OW

S D

R

4TH

AV

E S

E


by





SECTIONNO.STATE

ND

SIGNING

SU-5-983(059)059 110 8


10-23-179814

Andrew Schrank

SCALE: 1" = 40'

40'0


by





SECTIONNO.STATE

ND

SIGNING

SU-5-983(059)059 110 10


10-23-179814

Andrew Schrank

SCALE: 1" = 40'

40'0

6TH

AV

E S

E

6TH

AV

E S

E


by





SECTIONNO.STATE

ND

SIGNING

SU-5-983(059)059 110 11


10-23-179814

Andrew Schrank

SCALE: 1" = 40'

40'0

70 50 30 10 10 30 50 706040200204060

50+50.00

2425

2430

2435

2425

2430

2435

11.5

2427

.01

28.0

2426

.69

11.5

2426

.84

22.9

2426

.59

0.3% -2.0%-1.2%-2.2%

50+75.00

2425

2430

2435

2425

2430

2435

11.5

2426

.70

22.0

2426

.54

11.5

2426

.45

22.9

2426

.24

0.9% -1.5%-1.3%-1.8%

51+00.00

2425

2430

2435

2425

2430

2435

11.5

2426

.50

22.0

2426

.42

11.5

2426

.03

22.9

2425

.74

1.7% -0.8%-2.4%-2.5%

51+25.00

2425

2430

2435

2425

2430

2435

11.5

2426

.39

22.1

2426

.29

11.5

2425

.83

22.8

2425

.51

2.4% -0.9%-2.5%-2.9%

CL TOP:2426.98

CL TOP:2426.60

CL TOP:2426.30

CL TOP:2426.12

60 40 20 0 20 40 6010305070 10 30 50 70

EAST FRONTAGE RD INTERSECTION


SECTIONNO.STATE

ND SU-5-983(059)059 200 98TH STREET SE

70 50 30 10 10 30 50 706040200204060

51+50.00

2425

2430

2435

2425

2430

2435

11.5

2426

.28

22.1

2426

.17

11.5

2425

.73

22.8

2425

.42

2.4% -1.1%-2.4%-2.8%

51+75.00

2425

2430

2435

2425

2430

2435

11.5

2426

.18

22.1

2426

.04

11.5

2425

.62

22.8

2425

.34

2.4% -1.3%-2.4%-2.5%

52+00.00

2425

2430

2435

2425

2430

2435

11.5

2426

.07

22.1

2425

.91

11.5

2425

.52

22.8

2425

.24

2.4% -1.5%-2.4%-2.4%

CL TOP:2426.01

CL TOP:2425.90

CL TOP:2425.79

60 40 20 0 20 40 6010305070 10 30 50 70


SECTIONNO.STATE

ND SU-5-983(059)059 200 108TH STREET SE

nhorner

Inserted Text

70 50 30 10 10 30 50 706040200204060

52+25.00

2425

2430

2435

2425

2430

2435

11.5

2425

.96

22.1

2425

.78

11.5

2425

.41

22.9

2425

.13

2.4% -1.7%-2.4%-2.5%

52+50.00

2425

2430

2435

2425

2430

2435

11.5

2425

.81

22.1

2425

.65

11.5

2425

.35

22.9

2425

.07

2.0% -1.5%-2.0%-2.4%

52+75.00

2420

2425

2430

2435

2420

2425

2430

2435

11.5

2425

.70

22.1

2425

.53

11.5

2425

.24

23.0

2424

.99

2.0% -1.7%-2.0%-2.2%

CL TOP:2425.69

CL TOP:2425.58

CL TOP:2425.47

60 40 20 0 20 40 6010305070 10 30 50 70


SECTIONNO.STATE

ND SU-5-983(059)059 200 118TH STREET SE

70 50 30 10 10 30 50 706040200204060

53+00.00

2420

2425

2430

2435

2420

2425

2430

2435

11.5

2425

.60

22.1

2425

.38

11.5

2425

.14

22.9

2424

.76

2.0% -2.0%-2.0%-3.3%

53+25.00

2420

2425

2430

2435

2420

2425

2430

2435

11.5

2425

.49

22.1

2425

.24

11.5

2425

.03

23.0

2424

.60

2.0% -2.3%-2.0%-3.7%

53+50.00

2420

2425

2430

2435

2420

2425

2430

2435

11.5

2425

.38

22.2

2425

.10

11.5

2424

.92

23.0

2424

.55

2.0% -2.7%-2.0%-3.2%

CL TOP:2425.37

CL TOP:2425.26

CL TOP:2425.15

60 40 20 0 20 40 6010305070 10 30 50 70


SECTIONNO.STATE

ND SU-5-983(059)059 200 128TH STREET SE

70 50 30 10 10 30 50 706040200204060

53+75.00

2420

2425

2430

2435

2420

2425

2430

2435

11.5

2425

.28

22.2

2424

.95

11.5

2424

.82

23.1

2424

.45

2.0% -3.1%-2.0%-3.2%

54+00.00

2420

2425

2430

2435

2420

2425

2430

2435

11.5

2425

.24

22.1

2424

.88

11.5

2424

.78

23.2

2424

.36

2.0% -3.5%-2.0%-3.6%

54+25.00

2420

2425

2430

2435

2420

2425

2430

2435

11.5

2425

.23

22.1

2424

.87

23.2

2424

.77

1.5% -3.4%-1.2%

CL TOP:2425.05

CL TOP:2425.01

CL TOP:2425.06

60 40 20 0 20 40 6010305070 10 30 50 70

1ST AVENUE SE INTERSECTION


SECTIONNO.STATE

ND SU-5-983(059)059 200 138TH STREET SE

70 50 30 10 10 30 50 706040200204060

54+50.00

2420

2425

2430

2435

2420

2425

2430

2435

11.5

2425

.35

22.2

2425

.09

23.2

2424

.91

1.5% -2.4%-1.1%

54+75.00

2420

2425

2430

2435

2420

2425

2430

2435

11.5

2425

.55

11.5

2425

.21

22.2

2425

.22

23.0

2424

.72

1.5%-1.5% -3.2%-4.2%

55+00.00

2425

2430

2435

2425

2430

2435

11.5

2425

.83

11.5

2425

.49

22.2

2425

.50

23.0

2425

.17

1.5%-1.5% -3.1%-2.7%

CL TOP:2425.18

CL TOP:2425.38

CL TOP:2425.66

60 40 20 0 20 40 6010305070 10 30 50 70

1ST AVENUE SE INTERSECTION


SECTIONNO.STATE

ND SU-5-983(059)059 200 148TH STREET SE

70 50 30 10 10 30 50 706040200204060

55+25.00

2425

2430

2435

2425

2430

2435

11.5

2426

.19

11.5

2425

.84

22.3

2425

.89

23.0

2425

.61

1.5%-1.5% -2.8%-2.0%

55+50.00

2425

2430

2435

2425

2430

2435

11.5

2426

.63

11.5

2426

.28

22.2

2426

.37

22.9

2426

.10

1.5%-1.5% -2.4%-1.6%

55+75.00

2425

2430

2435

2425

2430

2435

11.5

2427

.13

11.5

2426

.79

22.2

2426

.85

22.8

2426

.58

1.5%-1.5% -2.6%-1.8%

56+00.00

2425

2430

2435

2425

2430

2435

11.5

2427

.65

11.5

2427

.31

22.1

2427

.35

22.8

2427

.03

1.5%-1.5% -2.8%-2.5%

CL TOP:2426.02

CL TOP:2426.45

CL TOP:2426.96

CL TOP:2427.48

60 40 20 0 20 40 6010305070 10 30 50 70


SECTIONNO.STATE

ND SU-5-983(059)059 200 158TH STREET SE

70 50 30 10 10 30 50 706040200204060

56+25.00

2425

2430

2435

2425

2430

2435

11.5

2428

.16

11.5

2427

.81

22.2

2427

.77

22.8

2427

.47

1.5%-1.5% -3.6%-3.0%

56+50.00

2425

2430

2435

2440

2425

2430

2435

2440

11.5

2428

.64

11.5

2428

.29

22.2

2428

.22

22.7

2427

.90

1.5%-1.5% -3.9%-3.6%

56+75.00

2425

2430

2435

2425

2430

2435

11.5

2429

.10

11.5

2428

.76

22.1

2428

.70

22.7

2428

.37

1.5%-1.5% -3.7%-3.5%

57+00.00

2425

2430

2435

2440

2425

2430

2435

2440

11.5

2429

.54

11.5

2429

.20

22.1

2429

.11

22.7

2428

.90

1.5%-1.5% -4.0%-2.7%

CL TOP:2427.98

CL TOP:2428.47

CL TOP:2428.93

CL TOP:2429.37

60 40 20 0 20 40 6010305070 10 30 50 70


SECTIONNO.STATE

ND SU-5-983(059)059 200 168TH STREET SE

70 50 30 10 10 30 50 706040200204060

57+25.00

2425

2430

2435

2440

2425

2430

2435

2440

11.5

2429

.97

11.5

2429

.62

22.1

2429

.55

22.6

2429

.40

1.5%-1.5% -3.9%-2.0%

57+50.00

2425

2430

2435

2440

2425

2430

2435

2440

11.5

2430

.37

11.5

2430

.02

22.0

2429

.98

22.4

2429

.90

1.5%-1.5% -3.6%-1.1%

57+75.00

2430

2435

2440

2430

2435

2440

11.5

2430

.75

11.5

2430

.40

22.0

2430

.41

23.8

2430

.13

1.5%-1.5% -3.2%-2.2%

CL TOP:2429.79

CL TOP:2430.19

CL TOP:2430.58

60 40 20 0 20 40 6010305070 10 30 50 70


SECTIONNO.STATE

ND SU-5-983(059)059 200 178TH STREET SE

70 50 30 10 10 30 50 706040200204060

58+00.00

2430

2435

2440

2430

2435

2440

11.5

2431

.11

11.5

2430

.76

22.1

2430

.81

24.8

2430

.34

1.5%-1.5% -2.8%-3.2%

58+25.00

2430

2435

2440

2430

2435

2440

11.5

2431

.45

11.5

2431

.10

22.2

2431

.21

23.3

2430

.66

1.5%-1.5% -2.3%-3.8%

58+50.00

2430

2435

2440

2430

2435

2440

11.5

2431

.77

11.5

2431

.42

22.2

2431

.54

22.4

2431

.02

1.5%-1.5% -2.1%-3.7%

58+75.00

2430

2435

2440

2430

2435

2440

11.5

2432

.07

11.5

2431

.73

22.1

2431

.86

22.3

2431

.36

1.5%-1.5% -2.0%-3.5%

CL TOP:2430.94

CL TOP:2431.28

CL TOP:2431.60

CL TOP:2431.90

60 40 20 0 20 40 6010305070 10 30 50 70

2ND AVENUE SE INTERSECTION


SECTIONNO.STATE

ND SU-5-983(059)059 200 188TH STREET SE

70 50 30 10 10 30 50 706040200204060

59+00.00

2430

2435

2440

2430

2435

2440

11.5

2432

.37

11.5

2432

.03

22.1

2432

.17

22.2

2431

.75

1.5%-1.5% -1.9%-2.6%

59+25.00

2430

2435

2440

2430

2435

2440

11.5

2432

.64

22.1

2432

.43

11.5

2432

.46

22.2

2432

.26

0.7% -1.9%-0.8%-1.9%

59+50.00

2430

2435

2440

2430

2435

2440

11.5

2432

.90

22.2

2432

.69

11.5

2432

.90

22.2

2432

.75

-0.0% -1.9%-0.0%-1.5%

59+75.00

2430

2435

2440

2430

2435

2440

11.5

2433

.16

22.2

2432

.94

11.5

2433

.34

22.1

2433

.17

-0.8% -2.0%0.7%-1.6%

CL TOP:2432.20

CL TOP:2432.55

CL TOP:2432.90

CL TOP:2433.25

60 40 20 0 20 40 6010305070 10 30 50 70

29.1

2432

.40

29.1

2432

.40

1.0% -4:1

29.1

2432

.66

1.0%


SECTIONNO.STATE

ND SU-5-983(059)059 200 198TH STREET SE

70 50 30 10 10 30 50 706040200204060

60+00.00

2430

2435

2440

2445

2430

2435

2440

2445

11.5

2433

.42

22.0

2433

.21

11.5

2433

.78

22.0

2433

.56

-1.6% -2.0%1.5%-2.1%

60+25.00

2430

2435

2440

2445

2430

2435

2440

2445

11.5

2433

.69

20.5

2433

.3311

.524

34.2

1

22.0

2433

.92

-2.3% -3.9%2.2%-2.8%

60+50.00

2430

2435

2440

2430

2435

2440

11.0

2433

.9811.5

2434

.65

22.0

2434

.41

20.3

2433

.47

-3.0%3.0%-2.3%-5.5%

CL TOP:2433.60

CL TOP:2433.96

CL TOP:2434.31

60 40 20 0 20 40 6010305070 10 30 50 70

3RD AVENUE SE INTERSECTION


SECTIONNO.STATE

ND SU-5-983(059)059 200 208TH STREET SE

70 50 30 10 10 30 50 706040200204060

60+75.00

2430

2435

2440

2445

2430

2435

2440

2445

11.0

2434

.3311.5

2435

.00

22.0

2434

.90

22.1

2433

.77

-3.0%3.0%-1.0%-5.0%

61+00.00

2430

2435

2440

2445

2430

2435

2440

2445

11.5

2434

.67

22.1

2434

.2011

.524

35.2

7

22.0

2435

.03

-2.9% -4.5%2.3%-2.3%

61+25.00

2430

2435

2440

2445

2430

2435

2440

2445

11.5

2435

.04

22.1

2434

.6211

.524

35.5

5

22.0

2435

.30

-2.8% -4.0%1.5%-2.4%

CL TOP:2434.66

CL TOP:2435.01

CL TOP:2435.37

60 40 20 0 20 40 6010305070 10 30 50 70

3RD AVENUE SE INTERSECTION


SECTIONNO.STATE

ND SU-5-983(059)059 200 218TH STREET SE

70 50 30 10 10 30 50 706040200204060

61+50.00

2430

2435

2440

2445

2430

2435

2440

2445

11.5

2435

.41

22.1

2435

.0411

.524

35.8

2

21.9

2435

.63

-2.7% -3.5%0.8%-1.8%

61+75.00

2435

2440

2445

2435

2440

2445

11.5

2435

.78

22.2

2435

.4611.5

2436

.09

21.9

2435

.94

-2.6% -3.1%0.0%-1.4%

62+00.00

2435

2440

2445

2435

2440

2445

11.5

2436

.15

22.2

2435

.87

11.5

2436

.36

22.0

2436

.20

-2.5% -2.6%-0.7%-1.5%

CL TOP:2435.73

CL TOP:2436.08

CL TOP:2436.44

60 40 20 0 20 40 6010305070 10 30 50 70


SECTIONNO.STATE

ND SU-5-983(059)059 200 228TH STREET SE

70 50 30 10 10 30 50 706040200204060

62+25.00

2435

2440

2445

2435

2440

2445

22.2

2436

.28

22.0

2436

.48

-2.3%-1.4%

62+50.00

2435

2440

2445

2435

2440

2445

22.1

2436

.68

22.1

2436

.81

-1.9%-1.3%

62+75.00

2435

2440

2445

2435

2440

2445

22.1

2437

.01

22.0

2437

.05

-1.7%-1.5%

63+00.00

2435

2440

2445

2435

2440

2445

22.1

2437

.26

22.0

2437

.35

-1.8%-1.4%

CL TOP:2436.79

CL TOP:2437.10

CL TOP:2437.39

CL TOP:2437.65

60 40 20 0 20 40 6010305070 10 30 50 70

29.1

2437

.24

1.0% 4:1

1.0% 9.5%


SECTIONNO.STATE

ND SU-5-983(059)059 200 238TH STREET SE

70 50 30 10 10 30 50 706040200204060

63+25.00

2435

2440

2445

2450

2435

2440

2445

2450

11.5

2437

.65

22.2

2437

.39

11.5

2437

.74

22.3

2437

.66

-2.1% -2.4%-1.2%-0.8%

63+50.00

2435

2440

2445

2450

2435

2440

2445

2450

11.5

2437

.84

22.2

2437

.51

11.5

2437

.99

22.6

2437

.82

-2.2% -3.0%-0.9%-1.5%

63+75.00

2435

2440

2445

2435

2440

2445

11.5

2438

.03

20.7

2437

.81

11.5

2438

.24

22.7

2438

.04

-2.2% -2.4%-0.3%-1.8%

CL TOP:2437.89

CL TOP:2438.09

CL TOP:2438.28

60 40 20 0 20 40 6010305070 10 30 50 70

4TH AVENUE SE INTERSECTION

29.2

2437

.62

1.0% 4:1

29.2

2437

.74

1.0% 4:1

29.6

2438

.56

29.6

2438

.56

1.0%-4:1


SECTIONNO.STATE

ND SU-5-983(059)059 200 248TH STREET SE

70 50 30 10 10 30 50 706040200204060

64+00.00

2435

2440

2445

2450

2435

2440

2445

2450

11.5

2438

.22

20.9

2437

.96

11.5

2438

.49

22.7

2438

.33

-2.2% -2.8%0.2%-1.4%

64+25.00

2435

2440

2445

2435

2440

2445

11.5

2438

.41

21.7

2438

.21

11.5

2438

.74

22.7

2438

.59

-2.2% -2.0%0.7%-1.4%

64+50.00

2435

2440

2445

2435

2440

2445

11.5

2438

.60

21.9

2438

.39

11.5

2438

.99

22.7

2438

.81

-2.2% -2.0%1.2%-1.6%

64+75.00

2435

2440

2445

2435

2440

2445

11.5

2438

.79

22.0

2438

.5811.5

2439

.24

22.7

2439

.01

-2.2% -2.0%1.7%-2.0%

CL TOP:2438.47

CL TOP:2438.66

CL TOP:2438.85

CL TOP:2439.05

60 40 20 0 20 40 6010305070 10 30 50 70

29.7

2438

.84

29.7

2438

.84

1.0%-4:1

29.8

2439

.10

29.8

2439

.10

1.0%-4:1

29.7

2439

.34

29.7

2439

.34

1.0%-4:1

29.7

2439

.51

32.3

2438

.86

1.0%-4:1


SECTIONNO.STATE

ND SU-5-983(059)059 200 258TH STREET SE

70 50 30 10 10 30 50 706040200204060

65+00.00

2435

2440

2445

2450

2435

2440

2445

2450

11.5

2438

.98

22.1

2438

.7111.5

2439

.49

22.8

2439

.20

-2.2% -2.6%2.2%-2.6%

65+25.00

2435

2440

2445

2450

2435

2440

2445

2450

11.5

2439

.17

22.2

2438

.9511

.524

39.6

8

22.8

2439

.42

-2.2% -2.1%2.2%-2.3%

65+50.00

2435

2440

2445

2450

2435

2440

2445

2450

11.5

2439

.37

22.1

2439

.1211

.524

39.8

7

22.7

2439

.66

-2.2% -2.3%2.2%-1.9%

CL TOP:2439.24

CL TOP:2439.43

CL TOP:2439.62

60 40 20 0 20 40 6010305070 10 30 50 70

29.7

2439

.59

32.1

2439

.01

1.0%-4:1

29.7

2439

.78

29.7

2439

.78

1.0%-4:1

29.7

2440

.05

29.7

2440

.05

1.0%-4:1


SECTIONNO.STATE

ND SU-5-983(059)059 200 268TH STREET SE

70 50 30 10 10 30 50 706040200204060

65+75.00

2435

2440

2445

2450

2435

2440

2445

2450

11.5

2439

.56

22.1

2439

.2911

.524

40.0

6

22.7

2439

.86

-2.2% -2.5%2.2%-1.8%

66+00.00

2435

2440

2445

2450

2435

2440

2445

2450

11.5

2439

.75

22.1

2439

.4611

.524

40.2

5

22.7

2440

.02

-2.2% -2.7%2.2%-2.1%

66+25.00

2435

2440

2445

2450

2435

2440

2445

2450

11.5

2439

.93

22.1

2439

.6311

.524

40.4

3

22.7

2440

.19

-2.2% -2.8%2.2%-2.2%

CL TOP:2439.81

CL TOP:2440.00

CL TOP:2440.18

60 40 20 0 20 40 6010305070 10 30 50 70

29.8

2440

.28

29.8

2440

.28

1.0%-4:1

29.8

2440

.48

29.8

2440

.48

1.0%-4:1

29.8

2440

.66

29.8

2440

.66

1.0%-4:1


SECTIONNO.STATE

ND SU-5-983(059)059 200 278TH STREET SE

70 50 30 10 10 30 50 706040200204060

66+50.00

2435

2440

2445

2450

2435

2440

2445

2450

11.5

2440

.11

22.1

2439

.8211

.524

40.6

1

22.7

2440

.36

-2.2% -2.7%2.2%-2.3%

66+75.00

2435

2440

2445

2450

2435

2440

2445

2450

11.5

2440

.29

22.1

2440

.0111.5

2440

.79

22.8

2440

.50

-2.2% -2.6%2.2%-2.6%

67+00.00

2435

2440

2445

2450

2435

2440

2445

2450

11.5

2440

.49

22.1

2440

.2011

.524

40.9

5

22.8

2440

.64

-2.0% -2.7%2.0%-2.7%

CL TOP:2440.36

CL TOP:2440.54

CL TOP:2440.72

60 40 20 0 20 40 6010305070 10 30 50 70

29.8

2440

.83

29.8

2440

.83

1.0%-4:1

29.8

2440

.96

29.8

2440

.96

1.0%-4:1

29.8

2441

.08

33.1

2440

.25

1.0%-4:1


SECTIONNO.STATE

ND SU-5-983(059)059 200 288TH STREET SE

70 50 30 10 10 30 50 706040200204060

67+25.00

2440

2445

2450

2440

2445

2450

11.5

2440

.70

22.2

2440

.3911

.524

41.1

0

22.7

2440

.79

-1.7% -2.9%1.7%-2.8%

67+50.00

2440

2445

2450

2440

2445

2450

11.5

2440

.91

22.1

2440

.61

11.5

2441

.25

22.7

2440

.94

-1.5% -2.8%1.5%-2.8%

67+75.00

2440

2445

2450

2440

2445

2450

11.5

2441

.09

22.1

2440

.82

11.5

2441

.43

22.7

2441

.11

-1.5% -2.5%1.5%-2.9%

CL TOP:2440.90

CL TOP:2441.08

CL TOP:2441.26

60 40 20 0 20 40 6010305070 10 30 50 70

29.7

2441

.25

32.9

2440

.45

1.0%-4:1

29.7

2441

.42

29.7

2441

.42

1.0%-4:1

29.7

2441

.54

29.7

2441

.54

1.0%-4:1


SECTIONNO.STATE

ND SU-5-983(059)059 200 298TH STREET SE

70 50 30 10 10 30 50 706040200204060

68+00.00

2440

2445

2450

2440

2445

2450

11.5

2441

.27

22.1

2441

.04

11.5

2441

.61

22.7

2441

.28

-1.5% -2.2%1.5%-3.0%

68+25.00

2440

2445

2450

2440

2445

2450

11.5

2441

.45

22.1

2441

.25

11.5

2441

.79

22.7

2441

.44

-1.5% -1.8%1.5%-3.1%

68+50.00

2440

2445

2450

2440

2445

2450

11.5

2441

.63

22.1

2441

.43

11.5

2441

.97

22.8

2441

.60

-1.5% -1.8%1.5%-3.3%

68+75.00

2440

2445

2450

2440

2445

2450

11.5

2441

.81

22.2

2441

.60

11.5

2442

.15

22.8

2441

.76

-1.5% -2.0%1.5%-3.5%

CL TOP:2441.44

CL TOP:2441.62

CL TOP:2441.80

CL TOP:2441.98

60 40 20 0 20 40 6010305070 10 30 50 70

29.7

2441

.65

29.7

2441

.65

1.0%-4:1

29.7

2441

.73

29.7

2441

.73

1.0%-4:1

29.7

2441

.86

29.7

2441

.86

1.0%-4:1

29.7

2442

.15

29.7

2442

.15

1.0%-4:1


SECTIONNO.STATE

ND SU-5-983(059)059 200 308TH STREET SE

70 50 30 10 10 30 50 706040200204060

69+00.00

2440

2445

2450

2440

2445

2450

11.5

2441

.99

22.2

2441

.76

11.5

2442

.33

22.8

2441

.93

-1.5% -2.1%1.5%-3.6%

69+25.00

2440

2445

2450

2440

2445

2450

11.5

2442

.17

22.2

2441

.93

11.5

2442

.51

22.7

2442

.14

-1.5% -2.2%1.5%-3.3%

69+50.00

2440

2445

2450

2440

2445

2450

11.5

2442

.35

22.3

2442

.09

11.5

2442

.69

22.6

2442

.34

-1.5% -2.4%1.5%-3.1%

69+75.00

2440

2445

2450

2440

2445

2450

11.5

2442

.53

22.3

2442

.27

11.5

2442

.87

22.7

2442

.51

-1.5% -2.4%1.5%-3.2%

CL TOP:2442.16

CL TOP:2442.34

CL TOP:2442.52

CL TOP:2442.70

60 40 20 0 20 40 6010305070 10 30 50 70

29.7

2442

.41

29.7

2442

.41

1.0%-4:1

29.7

2442

.56

33.4

2441

.63

1.0%-4:1

29.7

2442

.74

33.8

2441

.72

1.0%-4:1

29.7

2442

.94

29.7

2442

.94

1.0%-4:1


SECTIONNO.STATE

ND SU-5-983(059)059 200 318TH STREET SE

70 50 30 10 10 30 50 706040200204060

70+00.00

2440

2445

2450

2440

2445

2450

11.5

2442

.71

22.3

2442

.46

11.5

2443

.05

22.7

2442

.70

-1.5% -2.3%1.5%-3.2%

70+25.00

2440

2445

2450

2440

2445

2450

11.5

2442

.89

22.3

2442

.65

11.5

2443

.23

22.7

2442

.90

-1.5% -2.2%1.5%-3.0%

70+50.00

2440

2445

2450

2440

2445

2450

11.5

2443

.07

22.3

2442

.83

11.5

2443

.41

22.7

2443

.10

-1.5% -2.2%1.5%-2.8%

70+75.00

2440

2445

2450

2440

2445

2450

11.5

2443

.25

22.3

2443

.02

11.5

2443

.59

22.7

2443

.31

-1.5% -2.1%1.5%-2.6%

CL TOP:2442.88

CL TOP:2443.06

CL TOP:2443.24

CL TOP:2443.42

60 40 20 0 20 40 6010305070 10 30 50 70

29.7

2443

.13

29.7

2443

.13

1.0%-4:1

29.8

2443

.33

29.8

2443

.33

1.0%-4:1

29.8

2443

.52

29.8

2443

.52

1.0%-4:1

29.7

2443

.72

33.1

2442

.87

1.0%-4:1


SECTIONNO.STATE

ND SU-5-983(059)059 200 328TH STREET SE

70 50 30 10 10 30 50 706040200204060

71+00.00

2440

2445

2450

2440

2445

2450

11.5

2443

.43

22.3

2443

.22

11.5

2443

.77

22.7

2443

.52

-1.5% -1.9%1.5%-2.3%

71+25.00

2440

2445

2450

2440

2445

2450

11.5

2443

.62

22.3

2443

.43

11.5

2443

.96

22.6

2443

.73

-1.5% -1.8%1.5%-2.1%

71+50.00

2440

2445

2450

2440

2445

2450

11.5

2443

.81

22.3

2443

.63

11.5

2444

.16

22.6

2443

.89

-1.5% -1.6%1.5%-2.4%

71+75.00

2440

2445

2450

2440

2445

2450

11.5

2444

.00

22.2

2443

.84

11.5

2444

.35

22.6

2444

.01

-1.5% -1.5%1.5%-3.0%

CL TOP:2443.60

CL TOP:2443.79

CL TOP:2443.98

CL TOP:2444.18

60 40 20 0 20 40 6010305070 10 30 50 70

29.7

2443

.92

32.4

2443

.24

1.0%-4:1

29.7

2444

.13

32.0

2443

.55

1.0%-4:1

29.7

2444

.27

29.7

2444

.27

1.0%-4:1

29.6

2444

.38

29.6

2444

.38

1.0%-4:1


SECTIONNO.STATE

ND SU-5-983(059)059 200 338TH STREET SE

70 50 30 10 10 30 50 706040200204060

72+00.00

2440

2445

2450

2440

2445

2450

11.5

2444

.20

22.2

2444

.02

11.5

2444

.54

22.6

2444

.17

-1.5% -1.6%1.5%-3.3%

72+25.00

2440

2445

2450

2455

2440

2445

2450

2455

11.5

2444

.39

22.2

2444

.20

11.5

2444

.73

22.6

2444

.35

-1.5% -1.8%1.5%-3.5%

72+50.00

2440

2445

2450

2455

2440

2445

2450

2455

11.5

2444

.58

22.2

2444

.38

11.5

2444

.93

22.6

2444

.56

-1.5% -1.9%1.5%-3.3%

CL TOP:2444.37

CL TOP:2444.56

CL TOP:2444.75

60 40 20 0 20 40 6010305070 10 30 50 70

29.7

2444

.56

29.7

2444

.56

1.0%-4:1

29.7

2444

.79

29.7

2444

.79

1.0%-4:1

29.7

2444

.97

31.2

2444

.59

1.0%-4:1


SECTIONNO.STATE

ND SU-5-983(059)059 200 348TH STREET SE

70 50 30 10 10 30 50 706040200204060

72+75.00

2440

2445

2450

2455

2440

2445

2450

2455

11.5

2444

.77

22.1

2444

.56

11.5

2445

.12

22.6

2444

.78

-1.5% -2.0%1.5%-3.1%

73+00.00

2440

2445

2450

2455

2440

2445

2450

2455

11.5

2444

.96

22.2

2444

.78

11.5

2445

.31

22.6

2444

.97

-1.5% -1.8%1.5%-3.0%

73+25.00

2440

2445

2450

2455

2440

2445

2450

2455

11.5

2445

.16

22.2

2444

.99

11.5

2445

.50

22.7

2445

.16

-1.5% -1.6%1.5%-3.0%

CL TOP:2444.94

CL TOP:2445.14

CL TOP:2445.33

60 40 20 0 20 40 6010305070 10 30 50 70

29.7

2445

.15

31.2

2444

.78

1.0%-4:1

29.7

2445

.40

29.7

2445

.40

1.0%-4:1

29.7

2445

.65

29.7

2445

.65

1.0%-4:1


SECTIONNO.STATE

ND SU-5-983(059)059 200 358TH STREET SE

70 50 30 10 10 30 50 706040200204060

73+50.00

2440

2445

2450

2455

2440

2445

2450

2455

11.5

2445

.35

22.3

2445

.20

11.5

2445

.69

22.7

2445

.37

-1.5% -1.4%1.5%-2.9%

73+75.00

2445

2450

2455

2445

2450

2455

11.5

2445

.54

22.3

2445

.41

11.5

2445

.89

22.7

2445

.58

-1.5% -1.3%1.5%-2.7%

74+00.00

2445

2450

2455

2445

2450

2455

11.5

2445

.73

22.3

2445

.55

11.5

2446

.08

22.7

2445

.84

-1.5% -1.7%1.5%-2.1%

CL TOP:2445.52

CL TOP:2445.71

CL TOP:2445.91

60 40 20 0 20 40 6010305070 10 30 50 70

29.7

2445

.84

31.3

2445

.45

1.0%-4:1

29.7

2446

.03

31.3

2445

.64

1.0%-4:1

29.7

2446

.28

30.9

2445

.97

1.0%-4:1


SECTIONNO.STATE

ND SU-5-983(059)059 200 368TH STREET SE

70 50 30 10 10 30 50 706040200204060

74+25.00

2445

2450

2455

2445

2450

2455

11.5

2445

.93

22.2

2445

.70

11.5

2446

.27

22.6

2446

.11

-1.5% -2.1%1.5%-1.4%

74+50.00

2445

2450

2455

2445

2450

2455

11.5

2446

.12

22.2

2445

.89

11.5

2446

.46

22.5

2446

.37

-1.5% -2.1%1.5%-0.9%

74+75.00

2445

2450

2455

2445

2450

2455

11.5

2446

.31

22.1

2446

.13

11.5

2446

.66

22.4

2446

.62

-1.5% -1.7%1.5%-0.3%

75+00.00

2445

2450

2455

2445

2450

2455

11.5

2446

.50

22.1

2446

.37

11.5

2446

.85

22.9

2446

.90

-1.5% -1.2%1.5%0.4%

CL TOP:2446.10

CL TOP:2446.29

CL TOP:2446.48

CL TOP:2446.68

60 40 20 0 20 40 6010305070 10 30 50 70

29.6

2446

.56

1.0%-4:1

29.5

2446

.83

1.0%-4:1

30.3

2446

.90

1.0%-4:1

30.9

2447

.28

1.0%-4:1


SECTIONNO.STATE

ND SU-5-983(059)059 200 378TH STREET SE

75+25.00

2445

2450

2455

2445

2450

2455

11.5

2446

.70

22.2

2446

.60

11.5

2447

.04

23.0

2447

.24

-1.5% -0.9%1.5%1.7%

75+50.00

2445

2450

2455

2445

2450

2455

22.2

2446

.7123

.124

47.4

8

-1.8%1.6%

CL TOP:2446.87

CL TOP:2447.10

37.7

2447

.65

38.4

2447

.50

1.4%-4:1

70 50 30 10 10 30 50 706040200204060

60 40 20 0 20 40 6010305070 10 30 50 70



SECTIONNO.STATE

ND SU-5-983(059)059 200 388TH STREET SE

70 50 30 10 10 302002040608090100

75+75.00

2445

2450

2455

2445

2450

2455

22.3

2446

.9123

.224

47.8

3

-2.4%1.6%

76+00.00

2445

2450

2455

2445

2450

2455

21.3

2447

.2023

.324

48.1

8

-3.3%1.1%

76+25.00

2445

2450

2455

2445

2450

2455

20.4

2447

.6123

.524

48.4

8

-4.3%-0.1%

76+50.00

2445

2450

2455

2445

2450

2455

21.4

2448

.14

23.6

2448

.65

-4.9%-2.3%

CL TOP:2447.45

CL TOP:2447.91

CL TOP:2448.50

CL TOP:2449.19

60 40 20 0 2010305070 10 308090100






SECTIONNO.STATE

ND SU-5-983(059)059 200 398TH STREET SE

Documents

October 23, 2017 - North Dakota Department of … 32...052 724 1208BORE & PUSH 8IN WATERMAIN LF 100. 053 748 0100CURB & GUTTER LF 1,171. 054 748 1030VALLEY GUTTER 72IN SY 30. 055 750