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
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SSHOWING COUNTIES
STATE OF NORTH DAKOTA
BOWMAN
ADAMS
SOUIX
DICKEYMcINTOSH SARGENT
WELLS
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BILLIN
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WILLIAMS
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OLIVER
McLEAN
WARD
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MOUNTRAIL
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FOSTER
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RANSOM
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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 [email protected] 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
Aug 08, 2019 - 4:32pm - \\frgo-panz01\Data\IP\FRGO\frgo_projects\County\ND\Pembina\1803-02324\CAD\Design\Plans\010BE.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
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
Aug 08, 2019 - 4:59pm - \\frgo-panz01\Data\IP\FRGO\frgo_projects\County\ND\Pembina\1803-02324\CAD\Design\WorkingDrawings\1803-02324_Design.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
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
8/8/2019 4:46 PM \\frgo-panz01\Data\IP\FRGO\frgo_projects\County\ND\Pembina\1803-02324\CAD\Design\Plans\100WZ_001_TCDL VERSION: 4.4.2008
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