PS&E Corrections Made

Surveyed & Designed Date

April 2019

PROJECT NO.

SECTION

NO.

SHEET

NO.

November 2018/August 2019

ND

STATE PCN

22425 1 1

I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY

ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A

DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE

LAWS OF THE STATE OF NORTH DAKOTA.

REGISTRATION NUMBER

KADRMAS, LEE & JACKSON, INC.

DATE

CERTIFICATION

R

I

C

H

L

A

N

D

E

M

M

O

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SSHOWING COUNTIES

STATE OF NORTH DAKOTA

BOWMAN

ADAMS

SOUIX

DICKEYMcINTOSH SARGENT

WELLS

K

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E

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HETTINGER

VA

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GO

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SLOPE

BILLIN

GS

WILLIAMS

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DIVIDE

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MORTON

OLIVER

McLEAN

WARD

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DUNN

STARK

GRANT

MOUNTRAIL

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BURKE BOTTINEAU

TO

WN

ER

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LAMOURE

FOSTER

STUTSMAN

LOGAN

RAMSEY

EDDY

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L

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RANSOM

B

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S

CASS

GRAND

FORKS

WALSH

TRAILL

CAVALIER PEMBINA

864 WEST 12TH STREET

GRAFTON, ND 58237-0229

(701) 352-1555, FAX (855) 288-8055

RGE. 51 W.

TW

P. 159 N

.

PE-7865

JEFFREY D. DALEY

08/08/2019

THIS DOCUMENT WAS

ORIGINALLY ISSUED AND

SEALED BY

JEFFREY D. DALEY

REGISTRATION NUMBER

PE-7865

ON 08/08/2019 AND THE

ORIGINAL DOCUMENT IS

STORED AT THE

PEMBINA COUNTY AUDITOR'S

OFFICE.

END PROJECT BRC-3428(056)

Sta. 5+50 = A POINT 2,744 FEET WEST AND

123 FEET NORTH OF THE WEST QUARTER

CORNER OF SEC. 11, TWP. 159 N., RGE. 51 W.

BEGIN PROJECT BRC-3428(056)

Sta. 3+00 = A POINT 2,744 FEET WEST AND

127 FEET SOUTH OF THE WEST QUARTER

CORNER OF SEC. 11, TWP. 159 N., RGE. 51 W.

C KLJ 2019

PEMBINA COUNTY, NORTH DAKOTA

FEDERAL AID PROJECT BRC-3428(056)

BITUMINOUS PAVEMENT, STRUCTURE REPLACEMENT,

STRUCTURE REMOVAL & INCIDENTALS

Structure #34-136-28.0

Project consists of Bituminous Pavement, Structure Removal,

Installation of Precast Double 12' x 10' x 60' R.C.B.C.

& Incidentals.

PROJECT LENGTH

PROJECT

MILES

GROSS

MILES

NET

BRC-3428(056)

0.047 0.047

TOTAL0.047 0.047

JOB #9

2019

2039

MINIMUM SIGHT DISTANCE (STOPPING)

TRAFFIC

TRAFFIC FORECAST

CURRENT TRAFFIC

DESIGN DATA

DESIGN SPEED

18

16

EST. 30th

MAX. HR.TRUCKS

AVERAGE DAILY

20140

155 25

PASSENGER

160

180

450 FEET

55 MPH

TOTAL

DESIGNERJEFF DALEY, PE

DESIGNERWADE THOMPSON, PE

DESIGNERZACH VLAMINCK

DESIGNER-

DESIGNER-

BRC-3428(056)

GOVERNING SPECIFICATIONS:

2014 Standard Specifications adopted by the North Dakota

Department of Transportation and the Supplemental Specifications

effective on the date the project is advertised.

Project is located on CMC 3428, approximately 2.5 miles North of ND HWY 66.

STATE PROJECT NO.SECTION

NO.SHEET

NO.

8/8/2019 4:25:43 PM samanthadvorak

ND 2

BRC-3428(056)TABLE OF CONTENTS 1

.. .. ....

Section Page(s) Description

PLAN SECTIONS

1 Title Sheet1

2 Table of Contents and List of Standard Drawings1

4 Scope of Work1

6 Plan Notes1

6 Environmental Notes2

8 Estimated Quantities1

10 Basis of Estimate and Earthwork Summary1

30 Typical Sections1

40 Removals1

60 Plan & Profile1

75 Wetland Impacts1

76 Temporary Erosion Control1

77 Permanent Erosion Control1

100 Traffic Control Devices List1

100 Traffic Control Signing Layout2

170 Precast Box Culvert Layout1

170 Precast Box Culvert Structural Notes2

170 Precast Box Culvert Backfill Details3

200 Cross-Sections1 - 2

Number Description

LIST OF STANDARD DRAWINGS

NDDOT AbbreviationsD-101-1, 2,3

NDDOT Utility Company and Organization AbbreviationsD-101-10

Line StylesD-101-20, 21

SymbolsD-101-30, 31,32

Erosion And Siltation Controls - Silt FenceD-260-1

Erosion Control - Fiber Roll Placement DetailsD-261-1

Breakaway Systems For Construction Zone Signs - Perforated TubeD-704-7

Breakaway Systems For Construction Zone Signs - U-Channel PostD-704-8

Construction Sign Details - Regulatory SignsD-704-10

Barricade And Channelizing Device DetailsD-704-13

Construction Sign Punching And Mounting DetailsD-704-14

Road Closure And Lane Closure On A Two Way Road LayoutsD-704-19

Shoulder Closures And Bridge Painting LayoutsD-704-24

Portable Sign Support AssemblyD-704-50

Concrete Pipe Or Precast Concrete Box Culvert TiesD-714-22

Number Description

SPECIAL PROVISIONS

SP 003(14) Temporary Erosion and Sediment Best Management Practices

SP 004(14) Federal Migratory Bird Treaty Act

SP 5273(14) Permits and Environmental Considerations

SP 884(14) Temporary Water Diversion

SP 885(14) Commercial Grade Asphalt

Aug 08, 2019 - 4:28pm - \\frgo-panz01\Data\IP\FRGO\frgo_projects\County\ND\Pembina\1803-02324\CAD\Design\Plans\004SW.dwg

SHEET

NO.

PROJECT NO.

ND

STATE

SECTION

NO.

DRWN. BY PROJECT NO.CHK'D BY

C KLJ 2019

BRC-3428(056)

PEMBINA COUNTY, NORTH DAKOTA

STRUCTURE #34-136-28.0

SCOPE OF WORK

ZV JD 1803-02324

BRC-3428(056)4 1

THIS DOCUMENT WAS

ORIGINALLY ISSUED AND

SEALED BY

JEFFREY D. DALEY

REGISTRATION NUMBER

PE-7865

ON 08/08/19 AND THE ORIGINAL

DOCUMENT IS STORED AT THE

PEMBINA COUNTY AUDITOR'S

OFFICE.

RGE. 51 W.

TW

P. 159 N

.

N

END PROJECT BRC-3428(056)

Sta. 5+50 = A POINT 2,744 FEET WEST AND

123 FEET NORTH OF THE WEST QUARTER

CORNER OF SEC. 11, TWP. 159 N., RGE. 51 W.

BEGIN PROJECT BRC-3428(056)

Sta. 3+00 = A POINT 2,744 FEET WEST AND 127

FEET SOUTH OF THE WEST QUARTER

CORNER OF SEC. 11, TWP. 159 N., RGE. 51 W.

TW

P. 160 N

.

STRUCTURE REPLACEMENT / HOT MIX ASPHALT

PLAN NOTES

BRC-3428(056) PEMBINA COUNTY, NORTH DAKOTA

STRUCTURE #34-136-28.0

ZV JD 1803-02324

KLJ 2019

DRWN. BY CHKD. BY PROJECT NO.

This document was originally

issued and sealed by

Jeffrey D. Daley

Registration Number

PE – 7865,

on 08/08/2019 and the original

document is stored at the

Pembina County Auditor’s

Office.

PLAN NOTES

8/8/2019 4:30:01 PM samantha dvorak \\frgo-panz01\Data\IP\FRGO\frgo_projects\County\ND\Pembina\1803-02324\CAD\Design\Plans\006NT_001.doc

STATE PROJECT NO.

SECTION NO.

SHEET NO.

ND BRC-3428(056) 6 1

100-P01 EROSION CONTROL: Bid items Temporary Cover Crop, Silt Fence, Fiber Rolls and Flotation Silt Curtain are included for use in conjunction with the Contractor’s SWPPP. These quantities may be eliminated depending on the Contractor’s operation. An estimated quantity has been set up for each item.

105-P01 UTILITIES: Utilities that the Engineer has been made aware of are shown on the plans. Other utilities may

exist that are not shown. The horizontal utility locations shown in the plans are approximate. Plan locations should not be interpreted as exact for bidding or construction purposes. The Contractor will be liable for any costs resulting from damage to utilities or pipelines.

107-P01 PROTECTION OF EXISTING FACILITIES: Exercise care during construction operations to ensure that

trees, shrubs, grasses, fences, signs and other site improvements located in the right of way and outside of the construction limits are not disturbed.

203-P01 TOPSOIL: The quantity of topsoil to be removed, salvaged, and respread is based upon an assumed depth

of 6 inches. Make arrangements for topsoil storage areas if sufficient room is not available within the right of way. No payment will be made for additional handling of topsoil that must be moved to provide additional excavation area between the proposed grading limits and the right of way. Re-spread topsoil evenly over the areas to be seeded. The bid item “TOPSOIL” includes all labor, materials, and equipment associated with stripping, stockpiling, and respreading the existing topsoil. “TOPSOIL” will be paid at plan quantity.

203-P02 COMMON EXCAVATION-TYPE A: Include all costs associated with excavating, transporting, placing

material and shaping the channel and roadway in the price bid for “COMMON EXCAVATION-TYPE A”. All excess material not required to construct the project shall be wasted on roadway inslopes as approved by the Engineer. “COMMON EXCAVATION-TYPE A” will be paid at plan quantity.

203-P03 BENCHING ON WIDENING SECTIONS: Bench all inslopes, regardless of rate of slope, unless otherwise

directed by the Engineer. Bench deep enough to provide sufficient width to permit placing, spreading, and compacting equipment to operate. Compact each bench thoroughly before placing additional embankment. Include costs for benching in the price bid for earthwork items.

251-P01 SEEDING & MULCHING: Cover all disturbed areas of the right of way, except the roadbed, with Seeding CL

II and Straw Mulch. An additional 0.20 acres of seeding and mulching have been added to the quantities to seed the topsoil stockpile area.

430-P01 COMMERCIAL GRADE HOT MIX ASPHALT: Any costs associated with providing the mix design shall be

included in the price bid for “COMMERCIAL GRADE HOT MIX ASPHALT”. The 4-inch hot bituminous pavement shall be placed in two approximately equal lifts.

430-P02 COMPACTION: Ordinary Compaction, as specified in NDDOT Standard Specification 430.04 I.3, will be

used for all hot mix asphalt. 704-P01 TRAFFIC CONTROL FOR BOX CULVERT INSTALLATION: Use the construction signing layout on Sheet

2, Section 100 for the removal of the existing structure and installation of the double barrel box culvert. The Contractor will be allowed to close the roadway for 21 consecutive days to remove the existing structure and install the double barrel box culvert. If removal and installation are not completed in the allotted time, liquidated damages in the amount of $1,500/day will be deducted from the money due to the Contractor. Coordinate scheduling with the Engineer and the County to ensure the least amount of downtime and disruption to traffic. Provide additional signs at no cost to the Owner if needed for Contractor operations.

ENVIRONMENTAL

NOTES

BRC-3428(056) PEMBINA COUNTY, NORTH DAKOTA

STRUCTURE #34-136-28.0

ZV JD 1803-02324

KLJ 2019

DRWN. BY CHKD. BY PROJECT NO.

ENVIRONMENTAL NOTES

8/8/2019 4:55:38 PM samantha dvorak \\frgo-panz01\Data\IP\FRGO\frgo_projects\County\ND\Pembina\1803-02324\CAD\Design\Plans\006NT_002_ENV.doc

STATE PROJECT NO.

SECTION NO.

SHEET NO.

ND BRC-3428(056) 6 2

ENVIRONMENTAL NOTES (EN): Pembina County, the North Dakota Department of Transportation, and the Federal Highway Administration have made several environmental commitments to various agencies and the public to secure approval of this project. The environmental commitments are as follows:

EN-1 AQUATIC NUISANCE SPECIES (ANS): Equipment that was last used outside of North Dakota or within a Class I infested waterbody (identified on the North Dakota Game and Fish Department (NDGFD) website) requires an inspection by NDGFD. Notify the NDGFD at least 10 business days prior to pumps, watercraft, or any equipment entering a public water to allow the NDGFD sufficient time to inspect any and all such equipment for ANS. Contact the NDGFD ANS Coordinator, Jessica Howell by e-mail jmhowell@nd.gov for equipment inspections. Supply one of the following to the Engineer as proof of compliance prior to work taking place in the water: (1) the NDGFD inspection report, (2) documented NDGFD correspondence (email or signed letter). If an inspection is not required, no follow up documentation is required. PERMITS REQUIRED:

United States Army Corps of Engineers – Section 404 Permit Status: Obtained for the project. North Dakota Department of Health – NDPDES Permit Status: To be obtained by the Contractor prior to construction. Owner is to be listed as Pembina County on the permit. Pembina County – Non-Building Floodplain Permit Status: Obtained for the project.

1

. . ..

Estimated Quantities

8ND

samanthadvorak4:31:22 PM8/8/2019

SHEETNO.

SECTION NO.

PROJECT NO.STATE

BRC-3428(056)

Mainline:

Funding A TOTALSPEC UNITITEM DESCRIPTIONCODE

103 100 CONTRACT BOND L SUM 1 0 0 0 1

202 105 REMOVAL OF STRUCTURE L SUM 1 0 0 0 1

202 132 REMOVAL OF BITUMINOUS SURFACING SY 667 0 0 0 667

203 101 COMMON EXCAVATION-TYPE A CY 467 0 0 0 467

203 109 TOPSOIL CY 202 0 0 0 202

210 50 BOX CULVERT EXCAVATION EA 1 0 0 0 1

210 210 FOUNDATION FILL CY 1471 0 0 0 1471

210 405 FOUNDATION PREPARATION-BOX CULVERT EA 1 0 0 0 1

216 100 WATER M GAL 82 0 0 0 82

251 200 SEEDING CLASS II ACRE 0.45 0 0 0 0.45

251 2000 TEMPORARY COVER CROP ACRE 0.45 0 0 0 0.45

253 101 STRAW MULCH ACRE 0.9 0 0 0 0.9

256 200 RIPRAP GRADE II CY 74 0 0 0 74

260 200 SILT FENCE SUPPORTED LF 50 0 0 0 50

260 201 REMOVE SILT FENCE SUPPORTED LF 50 0 0 0 50

261 112 FIBER ROLLS 12IN LF 747 0 0 0 747

261 113 REMOVE FIBER ROLLS 12IN LF 489 0 0 0 489

262 100 FLOTATION SILT CURTAIN LF 50 0 0 0 50

262 101 REMOVE FLOTATION SILT CURTAIN LF 50 0 0 0 50

302 120 AGGREGATE BASE COURSE CL 5 TON 590 0 0 0 590

430 500 COMMERCIAL GRADE HOT MIX ASPHALT TON 161 0 0 0 161

606 3210 DBL 12FT X 10FT PRECAST RCB CULVERT LF 60 0 0 0 60

606 7210 DBL 12FT X 10FT PRECAST RCB END SECTION EA 2 0 0 0 2

702 100 MOBILIZATION L SUM 1 0 0 0 1

704 100 FLAGGING MHR 40 0 0 0 40

704 1000 TRAFFIC CONTROL SIGNS UNIT 758 0 0 0 758

704 1052 TYPE III BARRICADE EA 10 0 0 0 10

704 1067 TUBULAR MARKERS EA 10 0 0 0 10

709 151 GEOSYNTHETIC MATERIAL TYPE R1 SY 397 0 0 0 397

709 155 GEOSYNTHETIC MATERIAL TYPE RR SY 148 0 0 0 148

762 430 SHORT TERM 4IN LINE-TYPE NR LF 125 0 0 0 125

762 1104 PVMT MK PAINTED 4IN LINE LF 563 0 0 0 563

900 1000 TEMPORARY STREAM DIVERSION EA 1 0 0 0 1

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SHEET

NO.

PROJECT NO.

ND

STATE

SECTION

NO.

DRWN. BY PROJECT NO.CHK'D BY

C KLJ 2019

BRC-3428(056)

PEMBINA COUNTY, NORTH DAKOTA

STRUCTURE #34-136-28.0

BASIS OF ESTIMATE

AND EARTHWORK SUMMARY

ZV JD 1803-02324

BRC-3428(056)10 1

EARTHWORK SUMMARY

THIS DOCUMENT WAS

ORIGINALLY ISSUED AND

SEALED BY

JEFFREY D. DALEY

REGISTRATION NUMBER

PE- 7865

ON 08/08/19 AND THE ORIGINAL

DOCUMENT IS STORED AT THE

PEMBINA COUNTY AUDITOR'S

OFFICE.

BASIS OF ESTIMATE

Aggregate Base Course CL 5 1.875 Ton/CY

17 Tons per field drive (2 drives)

Commercial Grade Hot Mix Asphalt 2.0 Ton/CY

Seeding All disturbed areas within the right of way and project limits minus hard surfaces (Plus 0.20 Acres for Topsoil Stockpile)

Mulching Provided for permanent and temporary seeding

Water 10 M Gal for Dust Palliative

10 Gal/CY for Embankment

40 Gal/CY for Foundation Fill and Aggregate Base Course CL 5

EXISTING TYPICAL SECTION

STA. 3+00 TO 5+50

PROPOSED TYPICAL SECTION

STA. 3+00 TO 5+50

24' Existing Pavement Width

V

A

R

IE

S

V

A

R

I

E

S

EXISTING BITUMINOUS PAVEMENT

EXISTING AGGREGATE BASE

4

:1

O

R

F

L

A

T

T

E

R

2" COMMERCIAL GRADE HMA

AREA = 4.17 SF

12" AGGREGATE

BASE COURSE CL 5

AREA = 32 SF

36' Graded Width

28' Commercial Grade HMA Bottom Width

24' Commercial Grade HMA Top Width

2" COMMERCIAL GRADE HMA

AREA = 4.50 SF

EXISTING SLOPE

(VARIES)

EXISTING SLOPE

(VARIES)

2.1% 2.1%

4

:1

O

R

F

L

A

T

T

E

R

6IN TOPSOIL 6IN TOPSOIL

2' Slough 2' Slough

Aug 08, 2019 - 4:36pm - \\frgo-panz01\Data\IP\FRGO\frgo_projects\County\ND\Pembina\1803-02324\CAD\Design\Plans\030TS.dwg

SHEET

NO.

PROJECT NO.

ND

STATE

SECTION

NO.

DRWN. BY PROJECT NO.CHK'D BY

C KLJ 2019

BRC-3428(056)

PEMBINA COUNTY, NORTH DAKOTA

STRUCTURE #34-136-28.0

TYPICAL SECTIONS

ZV JD 1803-02324

BRC-3428(056)30 1

THIS DOCUMENT WAS

ORIGINALLY ISSUED AND

SEALED BY

JEFFREY D. DALEY

REGISTRATION NUMBER

PE- 7865

ON 08/08/19 AND THE ORIGINAL

DOCUMENT IS STORED AT THE

PEMBINA COUNTY AUDITOR'S

OFFICE.

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+87.49

100'

100'

50'

50'

BNSF RAILROAD

QUARTER LINE

QU

AR

TE

R LIN

E

EXT R/W EXT R/W

EXT R/W

EXT R/W

EXT R/W

EXT R/W

SEC. 11

TWP. 159 N.

RGE. 51 W.

CP 4

CP 5

DR

AIN

13

THIS DOCUMENT WAS

ORIGINALLY ISSUED AND

SEALED BY

JEFFREY D. DALEY

REGISTRATION NUMBER

PE-7865

ON 08/08/2019 AND THE

ORIGINAL DOCUMENT IS

STORED AT THE PEMBINA

COUNTY AUDITOR'S

OFFICE.

1"=100'scale

50 0

feet

50 100

Aug 08, 2019 - 4:57pm - \\frgo-panz01\Data\IP\FRGO\frgo_projects\County\ND\Pembina\1803-02324\CAD\Design\Plans\040.dwg

SHEET

NO.

PROJECT NO.

ND

STATE

SECTION

NO.

DRWN. BY PROJECT NO.CHK'D BY

C KLJ 2019

BRC-3428(056)

PEMBINA COUNTY, NORTH DAKOTA

STRUCTURE #34-136-28.0

REMOVALS

SD JD 1803-02324

BRC-3428(056) 140

BEGIN PROJECT

STA. 3+00

END PROJECT

STA. 5+50

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

REMOVAL OF BITUMINOUS SURFACING

REMOVAL OF BITUMINOUS SURFACING

STA. 3+00 TO 5+50 667 SY

SAW BITUMINOUS SURFACING-FULL DEPTH

SAW BITUMINOUS SURFACING-FULL DEPTH

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+87.49

TO REMAIN

STA. 3+64 ~ 60.6' RT

24IN X 56 LF CSP

N. INV. = 790.04

S. INV. = 793.65

TO REMAIN

STA. 3+64 ~ 72.4' LT

2-30IN X 54 LF CSP

N. INV. = 794.41

S. INV. = 791.02

TO REMAIN

STA. 4+88 ~ 61.6' RT

30IN X 56 LF CSP

N. INV. = 793.83

S. INV. = 790.40

REMOVE

STA. 4+25 ~ C.L.

BRIDGE

100'

100'

50'

50'

BNSF RAILROAD

QUARTER LINE

QU

AR

TE

R LIN

E

EXT R/W EXT R/W

EXT R/W

EXT R/W

EXT R/W

EXT R/W

SEC. 11

TWP. 159 N.

RGE. 51 W.

CP 4

CP 5

DR

AIN

13

760

770

780

790

800

810

820

830

840

760

770

780

790

800

810

820

830

840

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+87

80

2.5

80

2.5

80

2.5

80

2.5

80

2.5

80

2.5

80

2.5

1

80

2.6

80

2.4

9

80

2.9

80

2.4

8

80

2.9

80

2.4

7

80

2.7

80

2.4

5

80

2.4

80

2.4

4

80

2.4

80

2.3

80

2.1

80

2.0

80

1.9

PI 3+00.00ELEV 802.51

PI 5+50.00ELEV 802.44

-0.026%

1"=100'scale

50 0

feet

50 100

EXISTING CENTERLINE

ELEVATION

PROPOSED CENTERLINE

ELEVATION

EXISTING CENTERLINE

PROFILE

PROPOSED CENTERLINE

PROFILE

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SHEET

NO.

PROJECT NO.

ND

STATE

SECTION

NO.

DRWN. BY PROJECT NO.CHK'D BY

C KLJ 2019

BRC-3428(056)

PEMBINA COUNTY, NORTH DAKOTA

STRUCTURE #34-136-28.0

PLAN & PROFILE

STA. 3+00 TO 5+50

ZV JD 1803-02324

BRC-3428(056)

COORDINATE SYSTEM: US STATE PLANE 1983 ND NORTH 3301

HORIZ. DATUM: NAD 83 (CORS 96) OPUS

VERT. DATUM: NAVD 88

GEOID MODEL: GEOID 12A

UNITS: INTERNATIONAL FOOT

160

BEGIN PROJECT

STA. 3+00

END PROJECT

STA. 5+50

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

INSTALL

STA. 4+25 ~ C.L.

DBL. 12' X 10' X 60' R.C.B.C.

E. INV. = 787.96

W. INV. = 787.98

INSTALL

STA. 4+25 ~ C.L.

DBL. 12' X 10' X 60' R.C.B.C.

E. INV. = 787.96

W. INV. = 787.98

CP2 N603812.900 E2774342.055 ELEV. 800.65

CP3 N603996.894 E2778441.130 ELEV. 799.91

CP4 N603665.027 E2771896.211 ELEV. 799.61 STA. 3+40 ~ 78.3' RT

CP5 N603910.351 E2771887.489 ELEV. 797.37 STA. 5+86 ~ 78.7 RT

AGGREGATE BASE COURSE CL 5

STA. 3+00 TO 5+50 556 TON

STA. 3+63 ~ RT 17 TON

STA. 4+93 ~ RT 17 TON

590 TON

COMMERCIAL GRADE HOT MIX ASPHALT

STA. 3+00 TO 5+50 161 TON

THIS DOCUMENT WAS

ORIGINALLY ISSUED AND

SEALED BY

JEFFREY D. DALEY

REGISTRATION NUMBER

PE-7865

ON 08/08/2019 AND THE

ORIGINAL DOCUMENT IS

STORED AT THE PEMBINA

COUNTY AUDITOR'S

OFFICE.

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+87.49

100'

100'

50'

50'

BNSF RAILROAD

QUARTER LINE

QU

AR

TE

R LIN

E

EXT R/W EXT R/W

EXT R/W

EXT R/W

EXT R/W

EXT R/W

SEC. 11

TWP. 159 N.

RGE. 51 W.

CP 4

CP 5

DR

AIN

13

THIS DOCUMENT WAS

ORIGINALLY ISSUED AND

SEALED BY

JEFFREY D. DALEY

REGISTRATION NUMBER

PE-7865

ON 08/08/2019 AND THE

ORIGINAL DOCUMENT IS

STORED AT THE PEMBINA

COUNTY AUDITOR'S

OFFICE.

1"=100'scale

50 0

feet

50 100

Aug 08, 2019 - 5:00pm - \\frgo-panz01\Data\IP\FRGO\frgo_projects\County\ND\Pembina\1803-02324\CAD\Design\Plans\075WL.dwg

SHEET

NO.

PROJECT NO.

ND

STATE

SECTION

NO.

DRWN. BY PROJECT NO.CHK'D BY

C KLJ 2019

BRC-3428(056)

PEMBINA COUNTY, NORTH DAKOTA

STRUCTURE #34-136-28.0

WETLAND IMPACTS

ZV JD 1803-02324

BRC-3428(056) 175

BEGIN PROJECT

STA. 3+00

END PROJECT

STA. 5+50

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

DELINEATED WETLAND

PERMANENT WETLAND IMPACTS

OTHER WATERS IMPACT

WETLAND 3b

PERMANENT IMPACTS

0.02 ACRES

WETLAND 3a

PERMANENT IMPACTS

0.02 ACRES

WETLAND 1a

PERMANENT IMPACTS

0.01 ACRES

WETLAND 1b

PERMANENT IMPACTS

0.01 ACRES

OTHER WATERS 2 IMPACT

0.05 ACRES

Wetland Impact Table

Wetland

Number

Location

Wetland

Type

Wetland

Feature

USACE

Jurisdictional

Wetlands*

Wetland Impacts

(acres)

Temp. Ac.

Perm. Ac.

1a

Sec. 11, T159N,

R51W

Fringe

Artificial Yes 0 0.01

1b

Sec. 11, T159N,

R51W

Fringe

Artificial Yes 0 0.01

3a

Sec. 11, T159N,

R51W

Fringe

Artificial Yes 0 0.02

3b

Sec. 11, T159N,

R51W

Fringe

Artificial Yes 0 0.02

Totals 0 0.06

*Given the proximity to the Red River it is assumed that wetlands would be Jurisdictional.

Other Waters Impact Table

Other Waters

Number Location

Type

Size

Feature

USACE

Jurisdictional*

Impacts to Other Waters

Acre(s)

Linear

Feet

Acre(s)

Linear Feet

Temp

Perm

Temp

Perm

OW2

Sec.11, T159N,

R51W

Artificial 0.05 65 Ditch Yes 0 0.05 0 65

 Total  0.05 65  0 0.05 0 65

*Given the proximity to the Red River it is assumed that OW would be Jurisdictional.

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+87.49

100'

100'

50'

50'

BNSF RAILROAD

QUARTER LINE

QU

AR

TE

R LIN

E

EXT R/W EXT R/W

EXT R/W

EXT R/W

EXT R/W

EXT R/W

SEC. 11

TWP. 159 N.

RGE. 51 W.

CP 4

CP 5

DR

AIN

13

THIS DOCUMENT WAS

ORIGINALLY ISSUED AND

SEALED BY

JEFFREY D. DALEY

REGISTRATION NUMBER

PE-7865

ON 08/08/2019 AND THE

ORIGINAL DOCUMENT IS

STORED AT THE PEMBINA

COUNTY AUDITOR'S OFFICE .

1"=100'scale

50 0

feet

50 100

Aug 08, 2019 - 5:01pm - \\frgo-panz01\Data\IP\FRGO\frgo_projects\County\ND\Pembina\1803-02324\CAD\Design\Plans\076TEC.dwg

SHEET

NO.

PROJECT NO.

ND

STATE

SECTION

NO.

DRWN. BY PROJECT NO.CHK'D BY

C KLJ 2019

BRC-3428(056)

PEMBINA COUNTY, NORTH DAKOTA

STRUCTURE #34-136-28.0

TEMPORARY

EROSION CONTROL

ZV JD 1803-02324

BRC-3428(056) 176

BEGIN PROJECT

STA. 3+00

END PROJECT

STA. 5+50

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

DELINEATED WETLAND

FIBER ROLLS 12IN

*FLOATATION SILT CURTAIN / SILT FENCE SUPPORTED

TEMPORARY COVER CROP

STA. 3+00 TO 5+50 0.25 ACRES

STRAW MULCH

STA. 3+00 TO 5+50 0.25 ACRES

*FLOATATION SILT CURTAIN/REMOVE FLOATATION SILT CURTAIN/

SILT FENCE SUPPORTED/REMOVE SILT FENCE SUPPORTED

STA. 4+00 TO 4+50 ~ RT 50 LF

FIBER ROLLS 12IN/REMOVE FIBER ROLLS 12IN

STA. 3+00 TO 4+07 ~ LT 125 LF

STA. 3+00 TO 4+00 ~ RT 123 LF

STA. 4+43 TO 5+50 ~ LT 126 LF

STA. 4+50 TO 5+50 ~ RT 115 LF

489 LF

*See Plan Note 100-P01

TEMPORARY COVER CROP &

STRAW MULCH

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+87.49

100'

100'

50'

50'

BNSF RAILROAD

QUARTER LINE

QU

AR

TE

R LIN

E

EXT R/W EXT R/W

EXT R/W

EXT R/W

EXT R/W

EXT R/W

SEC. 11

TWP. 159 N.

RGE. 51 W.

CP 4

CP 5

DR

AIN

13

THIS DOCUMENT WAS

ORIGINALLY ISSUED AND

SEALED BY

JEFFREY D. DALEY

REGISTRATION NUMBER

PE-7865

ON 08/08/2019 AND THE

ORIGINAL DOCUMENT IS

STORED AT THE PEMBINA

COUNTY AUDITOR'S

OFFICE.

1"=100'scale

50 0

feet

50 100

Aug 08, 2019 - 5:02pm - \\frgo-panz01\Data\IP\FRGO\frgo_projects\County\ND\Pembina\1803-02324\CAD\Design\Plans\077PEC.dwg

SHEET

NO.

PROJECT NO.

ND

STATE

SECTION

NO.

DRWN. BY PROJECT NO.CHK'D BY

C KLJ 2019

BRC-3428(056)

PEMBINA COUNTY, NORTH DAKOTA

STRUCTURE #34-136-28.0

PERMANENT

EROSION CONTROL

ZV JD 1803-02324

BRC-3428(056) 177

BEGIN PROJECT

STA. 3+00

END PROJECT

STA. 5+50

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

DELINEATED WETLAND

FIBER ROLLS 12IN

SEEDING CLASS II &

STRAW MULCH

RIPRAP GRADE II

SEEDING CLASS II

STA. 3+00 TO 5+50 0.25 ACRES

STRAW MULCH

STA. 3+00 TO 5+50 0.25 ACRES

FIBER ROLLS 12IN

STA. 3+75 TO 4+07 LT 71 LF

STA. 3+75 TO 4+07 RT 67 LF

STA. 4+43 TO 4+78 LT 51 LF

STA. 4+43 TO 4+83 RT 69 LF

258 LF

RIPRAP GRADE II

STA. 4+07 TO 4+43 74 CY

SECTION SHEET

NO. NO.

100 1

D3-36 36"x6" STREET NAME SIGN (Sign and installation only) 6 48"x48" SHOULDER WORK

G20-1-60 60"x24" ROAD WORK NEXT __ MILES 34 48"x48" RIGHT or LEFT SHOULDER CLOSED

G20-1b-60 60"x24" WORK IN PROGRESS/ NO WORK IN PROGRESS (Sign and installation only) 26 48"x48" RIGHT or LEFT SHOULDER CLOSED AHEAD or __ FT.

G20-2-48 48"x24" END ROAD WORK 19 48"x48" SURVEY CREW AHEAD

G20-4-36 36"x18" PILOT CAR FOLLOW ME (Mounted to back of pilot car) 18 48"x48" BRIDGE PAINTING AHEAD or __ FT.

G20-10-108 108"x48" CONTRACTOR SIGN 64 48"x48" MATERIAL ON ROADWAY

G20-50a-72 72"x36" ROAD WORK NEXT __ MILES RT & LT ARROWS 37 48"x48" FRESH OIL LOOSE ROCK

G20-52a-72 72"x24" ROAD WORK NEXT __ MILES RT or LT ARROW 30 24"x24" TAKE TURNS (6" D letters) (Mounted on stop sign post)

G20-55-96 96"x48" SPEED LIMIT ENFORCED - MINIMUM FEE $80 WHEN WORKERS PRESENT 59

M1-1-36 36"x36" INTERSTATE ROUTE MARKER (Post and installation only) 10

M1-4-24 24"x24" U.S. ROUTE MARKER (Post and installation only) 10

M1-5-24 24"x24" STATE ROUTE MARKER (Post and installation only) 10

M3-1-24 24"x12" NORTH (Mounted on route marker post) 7

M3-2-24 24"x12" EAST (Mounted on route marker post) 7

M3-3-24 24"x12" SOUTH (Mounted on route marker post) 7

M3-4-24 24"x12" WEST (Mounted on route marker post) 7

M4-8-24 24"x12" DETOUR (Mounted on route marker post) 7

M4-9-30 30"x24" DETOUR ARROW RIGHT or LEFT/AHD AND RT or LT 15

M4-10-48 48"x18" DETOUR ARROW RIGHT or LEFT 23

M5-1-21 21"x15" ARROW AHD AND RT or LT(Mounted on route marker post) 7

M5-2-21 21"x15" ARROW AHD UP & RT or LT (Mounted on route marker post) 7

M6-1-21 21"x15" ARROW RT or LT (Mounted on route marker post) 7

M6-2-21 21"x15" ARROW UP & RT or LT (Mounted on route marker post) 7

M6-3-21 21"x15" ARROW AHD (Mounted on route marker post) 7

R1-1-48 48"x48" STOP 32

R1-1a-18 18"x18" STOP and SLOW PADDLE Back to Back 2 5 10

R1-2-60 60"x60" YIELD 29

R2-1-48 48"x60" SPEED LIMIT __ 39

R2-1a-24 24"x18" MINIMUM FEE $80 (Mounted on Speed Limit post) 10 SPECIAL SIGNS

R3-7-48 48"x48" LEFT or RIGHT LANE MUST TURN LEFT or RIGHT 35

R4-1-48 48"x60" DO NOT PASS 39

R4-7-48 48"x60" KEEP RIGHT SYMBOL 39

R5-1-48 48"x48" DO NOT ENTER 35

R6-1-36 36"x12" ONE WAY RIGHT or LEFT 13

R7-1-12 12"x18" NO PARKING 11

R10-6-24 24"x36" STOP HERE ON RED 16

R11-2-48 48"x30" ROAD CLOSED 2 28 56

R11-2a-48 48"x30" STREET CLOSED 28

R11-3a-60 60"x30" ROAD CLOSED __ MILES AHEAD LOCAL TRAFFIC ONLY 2 31 62

R11-3c-60 60"x30" STREET CLOSED __ MILES AHEAD LOCAL TRAFFIC ONLY 31

R11-4a-60 60"x30" STREET CLOSED TO THRU TRAFFIC 31

W1-3-48 48"x48" RIGHT or LEFT SHARP REVERSE CURVE ARROW 35

W1-4-48 48"x48" RIGHT or LEFT REVERSE CURVE ARROW 35

W1-4b-48 48"x48" DOUBLE RIGHT or LEFT REVERSE CURVE ARROW 35

W1-6-48 48"x24" LARGE ARROW 26

W3-1-48 48"x48" STOP AHEAD SYMBOL 35

W3-3-48 48"x48" SIGNAL AHEAD SYMBOL 35 TRAFFIC CONTROL SIGNS TOTAL UNITS

W3-4-48 48"x48" BE PREPARED TO STOP 2 35 70

W3-5-48 48"x48" SPEED REDUCTION AHEAD 35

W4-2-48 48"x48" RIGHT or LEFT LANE TRANSITION SYMBOL 35

W5-1-48 48"x48" ROAD NARROWS 35

W5-8-48 48"x48" THRU TRAFFIC RIGHT LANE 35

W5-9-48 48"x48" ROAD WORK TRAFFIC ONLY DOWN & LT or RT ARROW 35

W6-3-48 48"x48" TWO WAY TRAFFIC SYMBOL 35

W8-1-48 48"x48" BUMP 2 35 70

W8-3-48 48"x48" PAVEMENT ENDS 35

W8-7-48 48"x48" LOOSE GRAVEL 2 35 70

W8-9a-48 48"x48" SHOULDER DROP-OFF 35

W8-11-48 48"x48" UNEVEN LANES 35

W8-12-48 48"x48" NO CENTER STRIPE 2 35 70

W8-53-48 48"x48" TRUCKS ENTERING HIGHWAY 2 35 70

W8-54-48 48"x48" TRUCKS ENTERING AHEAD or __ FT. 35

W8-55-48 48"x48" TRUCKS CROSSING AHEAD or __ FT. 35

W8-56-48 48"x48" TRUCKS EXITING HIGHWAY 35

W9-3a-48 48"x48" CENTER LANE CLOSED SYMBOL 35

W12-2-48 48"x48" LOW CLEARANCE SYMBOL 35

W13-1-24 24"x24" __ MPH ADVISORY SPEED PLATE (Mounted on warning sign post) 11

W13-4-48 48"x60" RAMP ARROW 39

W14-3-48 48"x36" NO PASSING ZONE 23

W20-1-48 48"x48" ROAD WORK AHEAD or _FT or _ MILE 2 35 70

W20-2-48 48"x48" DETOUR AHEAD or __ FT 35

W20-3-48 48"x48" ROAD or STREET CLOSED AHEAD or __ FT. 4 35 140

W20-4-48 48"x48" ONE LANE ROAD AHEAD or __ FT. 35

W20-5-48 48"x48" RIGHT or LEFT LANE CLOSED AHEAD or __ FT. 35

W20-7a-48 48"x48" FLAGGING SYMBOL 2 35 70

W20-7k-24 24"x18" __ FEET (Mounted on warning sign post) 10

W20-8-48 48"x48" STREET CLOSED 35

W20-51-48 48"x48" EQUIPMENT WORKING 35

W20-52-54 54"x12" NEXT __ MILES (Mounted on warning sign post) 12

W21-1a-48 48"x48" WORKERS SYMBOL 35

W21-2-48 48"x48" FRESH OIL 35

W21-3-48 48"x48" ROAD MACHINERY AHEAD or __ FT 35

UNITS

SUB

TOTAL

This document was

originally issued

and sealed by

Jeffrey D. Daley,

Registration Number

PE-7865,

on 8/8/19 and the

original document

is stored at the Pembina

County Auditor's Office.

10

Traffic Control Devices List

35

NOTE:

If additional signs are

required, units will be

calculated using the formula

from Section III-19.06 of the

Design Manual.

http://www.dot.nd.gov/

758

STATE

ND

PROJECT NO.

35

BRC-3428(056)

UNITS

PER

AMOUNT

35

11

35

AMOUNT

REQUIRED

SIGN

SIZE

W21-5-48

DESCRIPTION

35

35

35

UNITS

PER

AMOUNT

UNITS

SUB

TOTAL

SIGN

NUMBER

SIGN

NUMBER

SIGN

SIZEDESCRIPTION

AMOUNT

REQUIRED

W21-5b-48

W21-6a-48

W21-50-48

W21-51-48

W21-5a-48

W22-8-48

EACH

10

EACH

EACH

EACH

EACH

EACH

EACH

EACH

QUANTITY

40

704-1065

704-1067

704-1070

704-1072

704-1087

VERTICAL PANELS - BACK TO BACK

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

704-1044

704-1043

ATTENUATION DEVICE-TYPE B-55

FLEXIBLE DELINEATORS

SHORT TERM 4IN LINE - TYPE NR

FLASHING BEACON - POST MOUNTED

SF

LF

EACH

EACH

LF

EACH

LF

SPEC & CODE

DESCRIPTION

FLAGGING704-0100 MHR

704-1000

SPEC &

CODEUNIT

TYPE I BARRICADES

TYPE II BARRICADES

SEQUENCING ARROW PANEL - TYPE C - CROSSOVER

TYPE B FLASHERS

OBLITERATION OF PVMT MK

PORTABLE PRECAST CONCRETE MED BARRIER

PRECAST CONCRETE MED BARRIER - STATE FURNISHED

RAISED PAVEMENT MARKERS

SHORT TERM 4IN LINE - TYPE R

704-1088

704-1095

704-1500

704-3501

TUBULAR MARKERS

DELINEATOR

762-0420

704-1060 DELINEATOR DRUMS

SEQUENCING ARROW PANEL - TYPE A

SEQUENCING ARROW PANEL - TYPE B

SEQUENCING ARROW PANEL - TYPE C

704-1041

TRAFFIC CONES

762-0430

772-2110

ATTENUATION DEVICE-TYPE B-65

ATTENUATION DEVICE-TYPE B-70

EACH

704-3510

762-0200

704-1081

704-1085

704-1086

704-1050

704-1051

704-1052 TYPE III BARRICADES

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Aug 08, 2019 - 4:39pm - \\frgo-panz01\Data\IP\FRGO\frgo_projects\County\ND\Pembina\1803-02324\CAD\Design\Plans\100WZ_002.dwg

SHEET

NO.

PROJECT NO.

ND

STATE

SECTION

NO.

DRWN. BY PROJECT NO.CHK'D BY

C KLJ 2019

BRC-3428(056)

PEMBINA COUNTY, NORTH DAKOTA

STRUCTURE #34-136-28.0

TRAFFIC CONTROL

SIGNING LAYOUT

ZV JD 1803-02324

BRC-3428(056)100 2

THIS DOCUMENT WAS

ORIGINALLY ISSUED AND

SEALED BY

JEFFREY D. DALEY

REGISTRATION NUMBER

PE- 7865

ON 08/08/19 AND THE ORIGINAL

DOCUMENT IS STORED AT THE

PEMBINA COUNTY AUDITOR'S

OFFICE.

RGE. 51 W.

TW

P. 1

59

N

.

N

TW

P. 1

60

N

.

THE SIGN LAYOUT AS SHOWN IS FOR GENERAL

INFORMATION PURPOSES ONLY. THE CONTRACTOR

WILL BE REQUIRED TO CONFORM TO MUTCD AND THE

STANDARD DRAWINGS WHEN INSTALLING THE TRAFFIC

CONTROL SIGNING.

(1) R11-3a-60

TYPE III BARRICADE (2)

ROADCLOSED

(1) R11-2-48

TYPE III BARRICADE (3)

(1) R11-3a-60

TYPE III BARRICADE (2)

(1) W20-3-48

POST MOUNTED

(1000 FEET)

ROADCLOSED1000 FT

(1) W20-3-48

POST MOUNTED

(500 FEET)

ROADCLOSED1000 FT

(1) W20-3-48

POST MOUNTED

(1000 FEET)

ROADCLOSED500 FT

(1) W20-3-48

POST MOUNTED

(500 FEET)

ROADCLOSED500 FT

DRWN. BY CHK’D. BY PROJECT NO.

KLJC 2019

ELEVATION

( Typ)

1’-6"

DMM WMT

Foundation Fill

PLAN

90°

El 787.98

30’-0"30’-0"

Line

Reference

Line

Reference

‘ Roadway

El 787.97

Existing Streambed

‘ Box Culvert

‘ Roadway

10’-0" Riprap

Type R1

Geosynthetic Material

El 787.96

(Typ)

Foundation Fill

Flow

Limits of Riprap

(Typ)

18’-0"

15’-0" Riprap(T

yp)

5’-0"

(Typ)

Riprap Grade II

Type RR (Typ under all riprap)

Geosynthetic Material

END VIEW(Showing Dimensions)

‘ Box Culvert

END VIEW(Showing Finished Section)

1’-0"

12’-0"

10’-0"

3’-0"

(Typ)

36’-6" ̈

2’-6"

BRC-3428(056)

‘ Box CulvertFinished Channel

(Pay Length)

60’-0"

Flow

(Typ)

Riprap Grade II

PRECAST BOX CULVERT

LAYOUT

Pembina County, North Dakota

1803-02324

Sta 4+25

Structure # 34-136-28.0

PRECAST BOX CULVERT BID ITEMS

SPEC CODE ITEM DESCRIPTION UNIT QUANTITY

709

709

606

606

256

210

210

210

202

0155

0151

7210

3210

0200

0405

0210

0050

0105

148

397

2

60

74

1

1471

1

1

SY

SY

EA

LF

CY

EA

CY

EA

L SUM

GEOSYNTHETIC MATERIAL TYPE RR

GEOSYNTHETIC MATERIAL TYPE R1

DBL 12FT X 10FT PRECAST RCB END SECTION

DBL 12FT X 10FT PRECAST RCB CULVERT

RIPRAP GRADE II

FOUNDATION PREPARATION-BOX CULVERT

FOUNDATION FILL

BOX CULVERT EXCAVATION

REMOVAL OF STRUCTURE

HYDRAULIC DATA:

Overtopping Discharge

Overtopping Stage

100-Year Frequency Stage

100-Year Frequency Discharge

Velocity of Flow Under Bridge

Design Tailwater Stage

Design Headwater Stage

Design Discharge

Design Frequency

Stream Gradient

Drainage Area

cfs

ft

ft

cfs

fps

ft

ft

cfs

yr

ft/ft

sq mi

2500

802.44

796.1

771

3.2

794.4

794.6

498

25

0.00025

45.8

170

1BRC-3428(056)

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

8/8/2019 wadethompson P:\County\ND\Pembina\1803-02324\CAD\Design\Plans\Sections\170\170BR_001_PCBLO.dgn4:28:08 PM

County Auditors Office.

is stored at the Pembina

and the original document

on 08/08/2019,

PE-10777

Registration Number

Wade M. Thompson

issued and sealed by

This document was originally

DRWN. BY CHK’D. BY PROJECT NO.

KLJC 2019

DMW WMT

STRUCTURAL NOTES

BRC-3428(056)

PRECAST BOX CULVERT

Pembina County, North Dakota

Structure #34-136-28.0

STRUCTURAL NOTES

1803-02324

DBL 12FT X 10FT PRECAST RCB CULVERT

Submit the following work drawings to KLJ, 864 West 12th Street, Grafton, ND 58237 :WORK DRAWINGS:

Fill Height = 2’-0" to 3’-6" B.

HL-93 LoadingA.

DESIGN LOADS:

Specifications.

adhesive specifically intended for concrete anchorage, in accordance with Section 806.02 of the NDDOT Standard

parapet against the section. Install the bars according to the manufacturer’s recommendation, with a high strength

" diameter reinforcing bars to attach the parapet. Cast the 21Cast holes in the last barrel section at 1’-0" centers for

" diameter reinforcing bars. 43Cast holes at 3’-0" centers through the last end section and into the cutoff wall to receive

hardware according to AASHTO M 232. Galvanize structural steel after fabrication according to AASHTO M 111.

required to be properly certified for all shop and field welds. Coat all field welds with galvanizing paint. Galvanize all

and washers shall be ASTM F436, Type 1. Welded pipe sleeves are to conform to ASTM A53, Grade B. Welders are

All bolts, plates, angles, and studs are to meet ASTM A36. Nuts are to be a heavy hex in conformance with ASTM A563

needed for the suppliers design in the price bid for "DBL 12FT X 10FT PRECAST RCB END SECTION".

material is required for use when installing the end sections. Include all costs for supplying and installing the material

The Contractor must contact the precast suppliers prior to bid to determine if foundation fill or another similar off-site

installation of the end sections is to be included in price bid for "DBL 12FT X 10FT PRECAST RCB END SECTION".

the end sections to be in proper alignment. Any foundation fill not shown in plans that is required to facilitate the

surface is smooth. After backfilling, end sections are to be in line. If the end sections are not in line, remove and reset

section. Attach the end section to the last barrel section by the use of tie bolts or another approved method so the inside

The "DBL 12FT X 10FT PRECAST RCB END SECTION" bid item consists of the cutoff wall, parapet, and sloped end

tie-bolts are used, the joints will require two ties per exterior wall located at the third points of the wall clear height.

strands from opposite ends to a force of 20 kips. Protect prestressing cables against corrosion and grout their ends. If

" diameter 270K strands for double box sections with one strand in each corner. Stress prestressing 21minimum of six

prestressing strands or 1" galvanized tie-bolts as shown on Standard Drawing D-714-22. If strands are used, use a

Tie all barrel sections together with PRECAST REINFORCED CONCRETE BOX CULVERT AND END SECTIONS:606

rock used will be paid at the unit price bid for "FOUNDATION FILL".

to the approval of the Engineer. No additional payment will be made for the substitution of the CL 5. All CL 5 and coarse

portion or all of the CL 5 material. The replacement of the CL 5 material with coarse rock under the box culvert is subject

Notify the Engineer if the Contractor elects to use a coarse rock material under the box culvert as replacement for a

714.04 A.7 are required.

Use CL 5 as specified in Section 816, "Aggregates." Moisture and density controls per Section FOUNDATION FILL: 210

(701) 265-4208.

Coordinate with Pembina County Highway Department to pick up the salvaged beams. The contact is Devin Johnson,

Remove and salvage all concrete beams. Remove and dispose of all other bridge components in their entirety.

accordance with the Standard Specifications.

The lump sum bid item, "REMOVAL OF STRUCTURE" includes all work required to remove all bridge components in

beams, and timber decking and abutments.

The existing structure is a 37’-0" long by 36’-0" wide, double span bridge with concrete REMOVAL OF STRUCTURE:202

a new double barrel 12’ x 10’ x 60’ precast reinforced concrete box culvert.

Work at this site consists of removing a double span concrete and timber bridge and replacing it with SCOPE OF WORK:100

170

2BRC-3428(056)

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

8/8/2019 wadethompson P:\County\ND\Pembina\1803-02324\CAD\Design\Plans\Sections\170\170BR_002_NOTES.dgn4:35:08 PM

COUNTY AUDITOR’S OFFICE.

AT THE PEMBINA

DOCUMENT IS STORED

AND THE ORIGINAL

SEALED BY

ORIGINALLY ISSUED AND

THIS DOCUMENT WAS

REGISTRATION NUMBER

PE-10777 ON 08/08/19

WADE M. THOMPSON

DRWN. BY CHK’D. BY PROJECT NO.

KLJC 2019

DMW WMT

3’-0"

26’-6" 2’-6"2’-6"

31’-6"

BOX CULVERT EXCAVATION AND BACKFILL

Limits of Box Culvert Excavation

Type R1

Geosynthetic Material

1’-0"

10’-0"

12’-0"

BRC-3428(056)

right of roadway centerline.

* Type R1 Material shall extend 30’-0" left and

Pembina County, North Dakota

Structure #34-136-28.0

PRECAST BOX CULVERT

1803-02324

BACKFILL DETAILS

Approx El 802.47

Sta 4+25

‘ Box Culvert

Course Cl 5

12" Aggregate Base

10’-0" (Typ)

Foundation Fill

2’-0"

20:1

1:1

4" Commercial Grade HMA

170

3

WADE M THOMPSON

BRC-3428(056)

REGISTRATION NUMBER

PE-10777 ON 08/08/19

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

8/8/2019 wadethompson P:\County\ND\Pembina\1803-02324\CAD\Design\Plans\Sections\170\170BR_003_PCFILL.dgn4:33:22 PM

COUNTY AUDITOR’S OFFICE.

AT THE PEMBINA

DOCUMENT IS STORED

AND THE ORIGINAL

SEALED BY

ORIGINALLY ISSUED AND

THIS DOCUMENT WAS

3+00.00

790

800

810

820

830

790

800

810

820

830

0 10 20 30 40 50 600-10-20-30-40-50-60

0 10 20 30 40 50 600-10-20-30-40-50-60

-23.63, E

lev: 800.51

23.71, E

lev: 800.51

12.00, E

lev: 802.25

-12.00, E

lev: 802.25

20:1 20:1

-2.10%-2.10%

3+50.00

790

800

810

820

830

790

800

810

820

830

0 10 20 30 40 50 600-10-20-30-40-50-60

0 10 20 30 40 50 600-10-20-30-40-50-60

55.08, E

lev: 799.63

-54.92, E

lev: 799.63

12.00, E

lev: 802.24

-12.00, E

lev: 802.24

16:11

6:1

-2.10%-2.10%

4+00.00

790

800

810

820

830

790

800

810

820

830

0 10 20 30 40 50 600-10-20-30-40-50-60

0 10 20 30 40 50 600-10-20-30-40-50-60

-46.13, E

lev: 792.97

52.07, E

lev: 791.00

12.00, E

lev: 802.23

-12.00, E

lev: 802.23

4

:1

3

:

1

4

:1

3

:

1

-2.10%-2.10%

4+50.00

790

800

810

820

830

790

800

810

820

830

0 10 20 30 40 50 600-10-20-30-40-50-60

0 10 20 30 40 50 600-10-20-30-40-50-60

-43.89, E

lev: 793.71

42.48, E

lev: 794.18

12.00, E

lev: 802.22

-12.00, E

lev: 802.22

4

:1

3

:

1

4

:1

3

:

1

-2.10%-2.10%

5+00.00

790

800

810

820

830

790

800

810

820

830

0 10 20 30 40 50 600-10-20-30-40-50-60

0 10 20 30 40 50 600-10-20-30-40-50-60

55.00, E

lev: 799.58

-55.01, E

lev: 799.31

12.00, E

lev: 802.20

-12.00, E

lev: 802.20

16:1

15:1

-2.10%-2.10%

4+25.00

770

780

790

800

810

770

780

790

800

810

0 10 20 30 40 50 600-10-20-30-40-50-60

0 10 20 30 40 50 600-10-20-30-40-50-60

18.00, E

lev: 800.76

-18.00, E

lev: 800.76

-29.00, E

lev: 799.66

29.00, E

lev: 799.66

-2.10%-2.10%

10:1

10:1

DESIGN EL=802.51

ORIGINAL EL=802.5

DESIGN EL=802.49

ORIGINAL EL=802.6

DESIGN EL=802.48

ORIGINAL EL=802.9

DESIGN EL=802.47

ORIGINAL EL=788.8

DESIGN EL=802.47

ORIGINAL EL=802.9

DESIGN EL=802.45

ORIGINAL EL=802.7

CROSS-SECTIONS

SHEET

NO.

ND

STATE

SECTION

NO.

C

200

PROJECT NO.

BRC-3428(056)

KLJ 2019

1

5+50.00

790

800

810

820

830

790

800

810

820

830

0 10 20 30 40 50 600-10-20-30-40-50-60

0 10 20 30 40 50 600-10-20-30-40-50-60

-23.10, E

lev: 800.47

24.67, E

lev: 800.40

12.00, E

lev: 802.19

-12.00, E

lev: 802.19

20:1 20:1

-2.10%-2.10%

DESIGN EL=802.44

ORIGINAL EL=802.4

CROSS-SECTIONS

SHEET

NO.

ND

STATE

SECTION

NO.

C

200

PROJECT NO.

BRC-3428(056)

KLJ 2019

2