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Reimb. Non‐Reimb.
Electric Line LF 0 22 7 11Utility Pole EA 1 0 7 11Overhead Line LF 333 0 7 11
Ottertail Power
P & P
Sheet №
UTILITY CONFLICT SUMMARY
IM‐6‐029(120)216
PCN: 20330
Pembina Border Crossing
X‐Sec SheetsApproximate Qty.
Utility Company & Impact Unit
Reimb. Non‐Reimb.
7 10 11482+40.5 to 11482+56.9 37.9' Lt - 22.8' Lt Ottertail Power Electric Line LF 22
7 10 11483+57.7 to 11484+04.0 451.5' Rt - 121.9' Rt Ottertail Power Overhead Line LF 333
7 10 121.9' Rt Ottertail Power Utility Pole EA 1
UTILITY CONFLICT SUMMARY
IM‐6‐029(120)216
PCN: 20330
Pembina Border Crossing
P & P
Sheet №UnitUtility Company Type of Impact
X‐Sec
Sheet №
Approx. Sta.
FromApprox. Sta. Toto Offset
Approximate Qty.
US Hwy 85
11484+04.1
Utility Conflict Legend Sheet
at own expenserelocate or adjust utility company to Overhead line,Conflict with
billable to NDDOTrelocate or adjust utility company to Overhead line,Conflict with
at own expenserelocate or adjustutility company to Electric line,Conflict with
billable to NDDOTrelocate or adjustutility company to Electric line,Conflict with
1-
9/29/2016 P:\State\NDDOT\13213100\Project\60029216.120\Utilities\13213100_A_utility_conflict_legend.dgn
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
IM-6-029(120)216
29INTERSTATE
NORTH DAKOTA
81
DESIGNERS
ND DEPARTMENT OF TRANSPORTATION
__________________________________________
APPROVED DATE _________________________
__________________________________________
DISTRICT REVIEWGRAND
FORKS
GO
LD
EN
VA
LLE
Y
CASS
RIC
HLA
ND
RANSOM
SARGENTDICKEY
LA MOURE
BARNES
KIDDER
LOGAN
MC IN
TOSH
BU
RLEIG
H
MORTON
GRANT
SIOUXADAMS
HETTINGER
SLOPE
BOWMAN EM
MO
NS
OLIVER
MERCER
STARKBIL
LIN
GS
DUNN
MC KENZIE
MC LEAN
SHERID
AN
WELLS
EDDY
FOSTER
GRIG
GS
STEELE
TRAILL
DIVIDE
WILLIAMS
BURKE
MO
UNTR
AIL
RE
NVIL
LE
WARD
MC H
EN
RY
BOTTINEAU
ROLLE
TTE
TO
WNER
CAVALIER
RA
MSEY
WALSH
PE
MBIN
A
NELS
ONBENSONP
IER
CE
STUTSMAN
STATE COUNTY MAP
STATE PROJECT NO.
ND
PCNNO.
SHEET
NO.
SECTION
DEPARTMENT OF TRANSPORTATION
NORTH DAKOTA
__________________________________________
APPROVED DATE _________________________
engineer under the laws of the state of ND.
and that I am a duly registered professional
prepared by me or under my direct supervision
I hereby certify that the attached plans were
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purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
JOB #
GROSS MILES NET MILES PROJECT NUMBER \ DESCRIPTION
effective on the date the project is advertised.
Department of Transportation and the Supplemental Specifications
2014 Standard Specifications adopted by the North Dakota
GOVERNING SPECIFICATIONS:
11
IM-6-029(120)216
International Border
IM-6-029(120)216 20330
Pembina County, ND
KLJ
FHWA Full Involvement (POCI)
Interstate 29
No Point of Access Other Than at Interchange Ramps
Bridges: N/A
Pavement Design Life 30 (years) Rigid
Full Control of Access,
No Point of Access Other Than at Interchange Ramps
Bridges: N/A
Pavement Design Life 30 (years) Rigid
Full Control of Access,
DESIGN DATA
Traffic
No Point of Access Other Than at Interchange Ramps
Average Daily
Current 2016
Forecast 2036
Design Speed: 75 MPH
Bridges: N/A
Pavement Design Life 30 (years) Rigid
Minimum Sight Dist. for Stopping: 820 FT
Clear Zone Dist: 34 FT
Full Control of Access,
No Point of Access Other Than at Interchange Ramps
Design Speed: 25 MPH
Bridges: N/A
Pavement Design Life 30 (years) Rigid
Minimum Sight Dist. for Stopping: 155 FT
Clear Zone Dist: 14 FT
Full Control of Access,
Design Speed: 45 MPHClear Zone Dist: 18 FT
Minimum Sight Dist. for Stopping: 360 FT
Design Speed: 60 MPHClear Zone Dist: 30 FT
Minimum Sight Dist. for Stopping: 570 FT
Pembina Border Crossing
Grading, Concrete, DMS Signing, Lighting & Sign Structures
Accumulated Heavy Trucks: 8,671,490
Accumulated Heavy Trucks: 8,671,490
Accumulated Heavy Trucks: 8,671,490
Accumulated Heavy Trucks: 8,671,490
Pass: 825 Trucks: 650 Total: 1,475
Pass: 1,115 Trucks: 880 Total: 1,995
RP 216.742 to RP 217.126
RP 217.126 to RP 217.266
RP 217.266 to RP 217.507 (International Border)
Max. Hr.
150
200
RP 214.337 to RP 216.742
OFFICE OF PROJECT DEVELOPMENT
IM-6-029(120)216
Pembina
Minnesota
CanadaBorder Crossing
International
North Dakota
United States
3.177 Miles 3.177 Miles
RP 217.507
Sta 11484+38.02 (EX29)
Sta 241+65.35 (PRCOMBYPASS)
End Project
GRAND FORKS DISTRICT
RP 216.779
Sta 11445+93.48 (EX29)
Sta 201+71.94 (PRCOMBYPASS)
Begin Commercial Bypass
R.52 W. R.51 W.
T.1
63 N.
T.1
64 N.
RP 214.337
Begin Project
R-51-W
T-164-N
Sec 33
R-51-W
T-164-N
Sec 28
R-51-W
T-164-N
Sec 32
R-51-W
T-164-N
Sec 29
R-51-W
T-164-N
Sec 31
R-51-W
T-164-N
Sec 34
R-51-W
T-164-N
Sec 25
R-51-W
T-164-N
Sec 36
R-51-W
T-163-N
Sec 6
R-51-W
T-163-N
Sec 8
R-51-W
T-163-N
Sec 9
R-51-W
T-163-N
Sec 5
R-51-W
T-164-N
Sec 31
R-51-W
T-163-N
Sec 4
R-51-W
T-164-N
Sec 35
R-51-W
T-164-N
Sec 27
Southbound I-29
Northbound I-29
Red River of the North
Pembina
RP 2
17.0
00
RP 2
16.0
00
RP 2
15.2
27
RP 2
15.0
00
RP 2
17.507
Internatio
nal B
oundary
Canada
North D
akota
IM-6-029(120)216 4 1
Pembina Border Crossing
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/13/2017 ryansundberg P:\State\NDDOT\13213100\Project\60029216.120\Utilities\Plans\001-004\004SW_001.dgn9:02:52 AM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
Scope of Work 1
See Section 4 Sheet 2
Lighting, Signals and Incidentals
Concrete Pavement, Marking,
Grading, Aggregate Base,
Lane Assignment Signing
Proposed Overhead Static
Sta 234+25
RP 214.33
Proposed Roadside Static Sign
Fiber Optic Connection to Remain
Replace PTZ Camera
RP 215.24
Existing Surveillance Camera
HAR (5-Mile Diameter)
RP 215.561
Existing Overhead DMS
RP 216.687
with Dynamic Message Sign
Proposed Roadside Static Sign
with Dynamic Message Sign
Proposed Overhead Static Sign
Sta 11450+00
with Dynamic Message Sign
Proposed Overhead Static Sign
Sta 11475+00
Existing Traffic Signal
Remove and Reset
Sta 11480+00
with Dynamic Message Sign
Proposed Overhead Static Sign
Sta 11461+50
PEMBINA
55COUNTY
29INTERSTATE
NORTH DAKOTA
59
N 27^ 47’ 21" E
11485+00
11480
+00
11475
+00
11470
+00
11465
+00
11460
+00
11455
+00
11450
+00
11445
+00
11440
+00
11435
+00
11430
+00
200
+00
205
+00
210
+00
215
+00
220
+00
225
+00
230
+00
235
+00
240
+00
11485
+00
11480
+00
11475
+00
11470
+00
230
+00
235
+00
240
+00
R-51-W
T-164-N
Sec 33
R-51-W
T-164-N
Sec 28
RP 2
17.0
00
R-51-W
T-164-N
Sec 32
Sta 1
1448+58.4
4
Sec Line
R-51-W
T-164-N
Sec 28
RP 2
17.507
Commercial Bypass
Commercial Bypass
Raised Median
2’ Curb and Gutter
Raised Median
2’ Curb and Gutter
Southbound I-29
Northbound I-29
Southbound I-29
Northbound I-29
Unite
d States
Sta 2
41+65.3
5 (P
RC
OM
BYP
ASS)
Sta 1
1484+38.0
2 (E
X29)
State Intern
atio
nal Line
Canada
Unite
d States
Sta 2
41+65.35 (P
RC
OM
BYP
ASS)
Sta 1
1484+38.02 (E
X29)
State Internatio
nal Line
Canada
Rural Section
Sta 241+65.35
8" Aggregate Base Course Cl 5
9" Non-Reinforced PCC Pavement Cl AE-Doweled
End
9" Concrete 8" Aggregate
Commerical Bypass Lanes
11" Concrete 8" Aggregate
Commercial Bypass Lanes
Sta 225+00
End 11" Concrete
6" Aggregate Base Course
72" Valley Gutter
Historic Turnout
Sta 225+00
8" Aggregate Base Course Cl 5
9" Non-Reinforced PCC Pavement Cl AE-Doweled
Begin
Sta 201+71.94
8" Aggregate Base Course Cl 5
11" Non-Reinforced PCC Pavement Cl AE-Doweled
Begin
Median Brick Pattern
Median Paving
RP 2
16.7
79
Zone
Outbound Inspection
Duty Free Pad
Foundation
CBP Building
Duty Free Pad
4" HMA 4" Aggregate
Sidewalk / Shared Use Path
Duty Free Pad
Sta 11461+50
on OH Sign Structure
Install PTZ Camera
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/13/2017 ryansundberg P:\State\NDDOT\13213100\Project\60029216.120\Utilities\Plans\001-004\004SW_002.dgn9:02:56 AM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
4 2
Pembina Border Crossing
IM-6-029(120)216
Scope of Work 2
12’ 12’
2.1%
Base Course
8" Aggregate
‘ Northbound I-29
12’ 12’ 10’ 2’
‘ Northbound I-29
2.1%2.1%
2.1% (Typ)
2.1%
6:1
Varies
6:1
Varies
Base Course
8" Aggregate
Varies
Shoulder
Shoulder
Varies
4’ 12’
Superpave FAA 45 (Driving Lanes & 4’ Shoulder)
" 20% Recycled Asphalt Pavement21Varies 5"-6
2.1%
2.1%Median
Varies to 175’22’
22’ to 250’
6.0 %
175’
12’4’3’
Varies 2.1% (Typ)
2’10’
Pipe
Perforated PVC
PCC Concrete
10" Joint Reinforced
Base Course
12" Aggregate
Exst R/W Exst R/W
Exst R/WExst R/W
Pavement-Doweled
11" Non-Reinforced PCC
Pavement-Doweled
11" Non-Reinforced PCC
Driving LaneDriving Lane
Driving Lane Driving Lane
Driving Lane
Driving Lane
14’ @ 25 MPH Design18’ @ 45 MPH Design30’ @ 60 MPH Design34’ @ 75 MPH DesignClearzone Varies
14’ @ 25 MPH Design18’ @ 45 MPH Design30’ @ 60 MPH Design34’ @ 75 MPH DesignClearzone Varies
Sta 11449+78.36 to Sta 11468+50.93 (EX29)
Existing I-29 Northbound
Sta. 11468+50.93 to Sta. 11484+38.02 (EX29)
Existing I-29 Northbound
Superpave FAA 45 (Driving Lanes & 4’ Shoulder)
" 20% Recycled Asphalt Pavement21Varies 5"-6
12’
2.1%
Driving Lane
4’ 12’
2.1%
Driving Lane
6.0 %
Median
12’ 10’
2.1%
175’
Exst R/W
14’ @ 25 MPH Design18’ @ 45 MPH Design30’ @ 60 MPH Design34’ @ 75 MPH DesignClearzone Varies
22’ to 250’
‘ Northbound I-29
6:1
Varies
Sta 11445+96.24 to Sta 11449+78.36 (EX29)
Existing I-29 Northbound
Driving Lane Shoulder
Varies
2.1%
Course
10" Aggregate Base
Edge Drain 12"
Geocomposite Pavement
Course
10" Aggregate Base
Edge Drain 12"
Geocomposite Pavement
on 3" Sand Base
10" Crack and Seat Concrete
on 3" Sand Base
10" Crack and Seat Concrete
30
1
IM-6-029(120)216
Pembina Border Crossing
Existing Typical Sections
Interstate 29
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/13/2017 ryansundberg P:\State\NDDOT\13213100\Project\60029216.120\Utilities\Plans\030\030TP_001_Existing_I29.dgn9:07:11 AM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
12’ 10’ 2’
2.1%2.1% (Typ)
6:1
Base Course
8" Aggregate
Shoulder
Saw Concrete
4’
Varies
Type A
Common Excavation
Remove Concrete
Topsoil Stripping
Pavement-Doweled
11" Non-Reinforced PCC
12’ 10’ 2’
2.1%2.1% (Typ)
6:1
Shoulder
Saw Concrete
10’
Varies
Type A
Common Excavation
Remove Concrete
Topsoil Stripping
Sta 11449+78.05 to Sta 11470+48.46 (EX29)
Existing I-29 Northbound Removals
Sta 11474+55.78 to Sta 11480+57.53 (EX29)
Existing I-29 Northbound Removals
Base Course
8" Aggregate
Pavement-Doweled
11" Non-Reinforced PCC
-Type A-12"
Subgrade Preparation
-Type A-12"
Subgrade Preparation
Driving Lane
Driving Lane
Remove Base Course
Remove Base Course
2.1%
12’ 10’
6:1
Superpave FAA 45 (Driving Lanes & 4’ Shoulder)
" 20% Recycled Asphalt Pavement21Varies 5"-6
Sta 11445+96.24 to Sta 11449+78.05 (EX29)
Existing I-29 Northbound Removals
Saw Concrete
Driving Lane Shoulder
Remove HMA
Remove Base Course
-Type A-12"
Subgrade Preparation
Type A
Common Excavation
Topsoil Stripping2.1%
on 3" Sand Base
10" Crack and Sealed Concrete
30
IM-6-029(120)216 2
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/13/2017 ryansundberg P:\State\NDDOT\13213100\Project\60029216.120\Utilities\Plans\030\030TP_002_Removal_I29.dgn9:03:00 AM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
Pembina Border Crossing
Removal Typical Sections
Commercial Truck Bypass
Shoulder Driving Lane Shoulder
Site Layout
See Sec 82 Outbound Inspection Area
Varies - Match Pavement Slope
12’ 12’
‘ Northbound I-29
2.1% 2.1% (Typ)
Varies
4’ 12’
2.1%6.0 %
Varies
6:1
Commercial Lane Shoulder
2.1%2.1%2.1%
Sta 224+25.01 to 228+55.59
- Tie-in with Outbound Inspection Area (See 20-1)
- Tie-in with Exst I-29 Sta 220+95.47 to 224+25.01
Concrete Left of Shoulder 3
-Keyed Joint from Sta 222+08.71 to 227+27.35
-Construction Joint from Sta 200+00.00 to 222+08.71
Concrete Joint 2
-14’ Lanes from Sta 220+95.47 to Sta 228+55.39
Driving Lane Width 1
6:1
Varies
12’
For Future Lane Addition
6’
Base Course CL-5
8" Aggregate
Base Course CL-5
8" Aggregate
12’ 12’
‘ Northbound I-29
2.1% 2.1% (Typ)
Varies
4’ 12’
2.1%6.0 %
10’ 2’
Commercial Lane Shoulder
2.1%2.1%2.1%
12’
6" Topsoil
6" Topsoil
4’
CL AE-Doweled
PCC Pavement
11" Non-Reinforced
2:1
Varies, 34’ Max Clear Zone
Varies, 34’ Max Clear Zone
Varies, 34’ Max Clear Zone
Base Course CL-5
8" Aggregate
CL AE-Doweled
PCC Pavement
11" Non-Reinforced
2:1
Varies
6:16" Topsoil
Joint
Keyed
‘ Commercial Bypass
‘ Commercial Bypass
CL AE-Doweled
PCC Pavement
9" Non-Reinforced
Tie Bars
Drill & Epoxy
VariesVaries
Varies
Future 14’ Lane/
10’ Shoulder Addition
Sta 201+71.94 to Sta 205+54.46 (PRCOMBYPASS)
Commercial Truck Bypass
Sta 205+54.46 to Sta 220+66.87 (PRCOMBYPASS)
Commercial Truck Bypass
Sta 225+00.00 to Sta 230+05.19 (PRCOMBYPASS)
Commercial Truck Bypass
‘ Commercial Bypass
2:1
7’14’6’ 2’ 17’
2’10’
Embankment Type A
Embankment Type A
Embankment Type A
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/13/2017 ryansundberg P:\State\NDDOT\13213100\Project\60029216.120\Utilities\Plans\030\030TP_003_Proposed_I29.dgn9:03:02 AM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
30
IM-6-029(120)216 3
Pembina Border Crossing
Proposed Typical Sections
Commercial Truck Bypass
Driving LaneShoulder Shoulder
FAST Lane Shoulder
Site Layout
See Sec 82 DFA
MedianDFA Pick-Up Lane Non-FAST Lane Non-FAST Lane
6:1
Varies
7’ 2’
2.1%2.1%2.1%
14’6’
6:1
6" Topsoil
6:1
Varies
2.1% 2.1% 2.1% 2.1%2.1%
2.1%
For Future Lane Addition
Base Course
8" Aggregate
Type 1 (Sec. A)
Curb & Gutter
‘ Commercial Bypass
‘ Commercial Bypass
Base Course CL-5
8" Aggregate
2’
6" Topsoil
4’
CL AE-Doweled
PCC Pavement
9" Non-Reinforced
CL AE-Doweled
PCC Pavement
9" Non-Reinforced
Sta 230+05.19 to Sta 230+60.37
Commercial Truck Bypass
Sta 233+48.37 to Sta. 236+00.64
Commercial Truck Bypass
Clear Zone18’
Varies
Varies, 34’ Max Clear Zone
Varies, 34’ Max Clear Zone
6" Topsoil2:1
2:1
*
Concrete
6" Median
2.1%
Sta 234+30.00 to Sta 235+70.00
Inset 1
See Insets 1 - 3
2’10’12’12’12’9’12’ 2’*
10’ Shoulder Addition
Future 14’ Lane/
17’
2.1%
Sta 235+75.00 to Sta 236+00.64
Sta 233+48.37 to Sta 233+80.00
Inset 3
CL AE-Doweled
PCC Pavement
9" Non-Reinforced
Base Course
8" Aggregate
Concrete
6" Median
2.1%
Sta 233+85 to Sta 234+28
Inset 2
*Sta 233+80.00 to Sta 235+75.00 constructed by others. See Sec 90.
Type 1 (Sec. A)
6" Curb & Gutter -
Type 1 (Sec. B)
6" Curb & Gutter -
Type 1 (Sec. A)
3" Curb & Gutter -
Type 1 (Sec. B)
3" Curb & Gutter -
Embankment Type A
Embankment Type A
30
IM-6-029(120)216 4
Pembina Border Crossing
Proposed Typical Sections
Commercial Truck Bypass
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/13/2017 ryansundberg P:\State\NDDOT\13213100\Project\60029216.120\Utilities\Plans\030\030TP_004_Proposed_I29_updated.dgn9:03:04 AM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
Driving LaneMedianShoulder
FAST Lane Shoulder
FAST Lane Shoulder
DFA Site Layout
See Sec 82
Non-FAST Lane Non-FAST LaneSee Inset A
Non-FAST Lane Non-FAST LaneShoulder
6:1
Varies
2.1% 2.1% 2.1% 2.1%
Varies
2’10’12’12’12’Varies
Base Course
8" Aggregate
14’
14’9’ 2’10’
Varies
Type 1 (Sec. B)
Curb & Gutter
Varies
‘ PRPBYP_EOPL ‘ PRPBYP_EOPR
Sta 11474+55.78 to Sta 11480+57.53 (EX29)
Auto Ramp
Base Course
8" Aggregate
Base Course
8" Aggregate
Pavement-Doweled
11" Non-Reinforced PCC
Pavement-Doweled
9" Non-Reinforced PCC
Pavement-Doweled
9" Non-Reinforced PCC
Varies, 34’ Max Clear Zone
‘ Commercial Bypass
6:1
Varies
2.1% 2.1% 2.1% 2.1%
Base Course
8" Aggregate
‘ Commercial Bypass
Pavement-Doweled
9" Non-Reinforced PCC
Varies, 34’ Max Clear Zone
2’10’12’12’12’5’
6:1
2.1%
2:1
2:12:16" Topsoil 6" Topsoil
6" Topsoil
Varies Varies
Truck Parking Site Layout
See Sec 82 Commercial
Type 1
Curb & Gutter Type 1
Curb & Gutter
Sta 237+95.00 to Sta 239+70.00 (PRCOMBYPASS)
Inset A Sta 236+00.64 to Sta 240+60.00 (PRCOMBYPASS)
Commercial Truck Bypass
Sta 241+60.00 to Sta 241+65.35 (PRCOMBYPASS)
Commercial Truck Bypass
2’
Expansion Joint
‘ Commercial Bypass
12’
Varies
Duty Free Pad
50’
25’25’
FAA 42
4" Superpave Base Course
12" Aggregate
2.1% 2.1%
Embankment Type A
Embankment Type A
Embankment Type A
6" Topsoil
6:16:1
6" Topsoil
6" Topsoil
4" Superpave FAA 42
Base Course
6" Aggregate
8’
4:1
Varies
60)(See Section
Varies
(Typ.)0.5’
4:1
30
IM-6-029(120)216 5
Pembina Border Crossing
Proposed Typical Sections
Commercial Bypass/Auto Ramp
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/13/2017 ryansundberg P:\State\NDDOT\13213100\Project\60029216.120\Utilities\Plans\030\030TP_005_Proposed_I29_updated.dgn9:03:06 AM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
R-51-W
T-164-N
Sec 28
Sec Line
484
TO
P
CO
NC
RE
TE
11440
+00
11445
+00
200+00 201+00 202+00 203+00 204+00 205+00200+00 201+00 202+00 203+00 204+00 205+00
794.32
794.39
794.27
794.42
794.30
794.31
794.26
794.23
794.24
794.28
794.28
Exst ‘ Profile
Sheet Location
151’
R-51-W
T-164-N
Sec 28
22’
Sta 201+71.94
Begin Project
Northbound I-29
Sta 201+71.94
Begin HMA 11447+06.26 EX29
202+82.66 PRCOMBYPASS =
Sta Equation
Grading Tie Line
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/13/2017 ryansundberg P:\State\NDDOT\13213100\Project\60029216.120\Utilities\Plans\060\060PP_001_Util.dgn9:03:14 AM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
60
1
Pembina Border Crossing
Plan & Profile
IM-6-029(120)216
Sta 201+71.94 to Sta 205+00
805
800
795
790
785
780
775
770
800
805
795
790
785
780
775
770
Exst. R/W
(Chain PRCOMBYPASS)
R-51-W
T-164-N
Sec 28
R-51-W
T-164-N
Sec 28
Sec Line
11450
+00
11455
+00
11460
+00
205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00
794.28
794.29
794.34
794.36
794.36
794.30
794.31
794.18
794.10
794.01
793.99
793.98
793.96
793.91
793.75
793.71
793.63
793.72
793.79
793.76
793.76
Exst ‘ Profile
Sheet Location
33’
33’
R-51-W
T-164-N
Sec 33
Exst. R/W
Northbound I-29
Southbound I-29
151’
R-51-W
T-164-N
Sec 28
End HMA
Begin 9" PCC Pavement
Sta 205+54.46
Grading Tie Line
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/13/2017 ryansundberg P:\State\NDDOT\13213100\Project\60029216.120\Utilities\Plans\060\060PP_002_Util.dgn9:03:16 AM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
260
Sta 205+00 to Sta 215+00
Plan & Profile
Pembina Border Crossing
IM-6-029(120)216
805
800
795
790
785
780
775
770 770
775
780
785
790
795
800
805
(Chain PRCOMBYPASS)
R-51-W
T-164-N
Sec 28
11470
+00
11465
+00
11460
+00
793.56
VPI 222+65.00
EL 793.72
+ 0.0793 % - 0.6500 %
L = 300.00’
K = 411
SSD = 1629’
VPI 224+75.00
EL 792.36
L = 120.00’
K = 78
+ 0.8888 %
215+00 216+00 217+00 218+00 219+00215+00 216+00 217+00 218+00 219+00
793.76
793.73
793.74
793.70
793.70
793.71
793.73
793.57
793.41
793.48
793.51
793.52
793.59
793.61
793.48
793.24
793.05
792.21
791.44
789.68
787.48
221+00 222+00 223+00 224+00 225+00
793.59
793.61
793.58
793.49
793.33
793.12
792.84
792.60
792.66
Exst ‘ Profile Ppsd ‘ Profile
Sheet Location
16’
151’
Northbound I-29
Southbound I-29
11464+90.47 EX29
220+66.87 PRCOMBYPASS =
Sta Equation
Elev 793.01
Sta 224+15
LP
Grading Tie Line
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/13/2017 ryansundberg P:\State\NDDOT\13213100\Project\60029216.120\Utilities\Plans\060\060PP_003_Util.dgn9:03:19 AM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
360
Sta 215+00 to Sta 225+00
Plan & Profile
Pembina Border Crossing
IM-6-029(120)216
805
800
795
790
785
780
775
770
805
800
795
790
785
780
775
770
Exst R/W
(Chain PRCOMBYPASS)
11475
+00
8" -
Appro
xim
ate L
ocation
11470
+00
11475
+00
+ 0.7000 %
+ 0.2000 %
VPI 224+75.00
EL 792.36
L = 120.00’
K = 78
VPI 226+60.00
EL 794.00
+ 0.8888 %
- 0.0000 %
L = 160.00’
K = 180
SSD = 1294’
VPI 233+30.00
EL 794.00
L = 100.00’
K = 100
VPI 234+80.00
EL 795.50
+ 1.0000 %
L = 200.00’
K = 100
SSD = 640’
786.33
786.68
787.03
787.38
787.73
788.08
788.43
788.53
788.63
Commercial Bypass Lane
Ppsd. R/W
Exst. R/W
Inspection Area
Outbound
787.48
785.98
785.72
785.54
785.63
785.58
785.66
785.52
785.75
785.70
785.71
786.09
786.04
787.34
787.24
787.21
787.22
787.90
788.61
788.56
788.88
225+00 226+00 227+00 228+00 229+00 230+00 231+00 232+00 233+00 234+00 235+00
792.66
793.02
793.46
793.78
793.96
794.00
794.00
794.00
794.00
794.00
794.00
794.00
794.00
794.00
794.00
794.00
794.02
794.24
794.68
794.95
794.98
231+00 232+00 233+00 234+00 235+00
Ppsd ‘ Profile
Exst ‘ Profile
Sheet Location
14’
77’
120’
line
41
Northbound I-29
Grading Tie Line
No impacts anticipated
Max Excavation over line = 18"
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/13/2017 ryansundberg P:\State\NDDOT\13213100\Project\60029216.120\Utilities\Plans\060\060PP_004_Util.dgn9:03:21 AM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
460
Sta 225+00 to Sta 235+00
Plan & Profile
Pembina Border Crossing
IM-6-029(120)216
805
800
795
790
785
780
775
770 770
775
780
785
790
795
800
805
(Chain PRCOMBYPASS)
Intern
atio
nal B
oundary
11480
+00
+ 0.2000 % + 0.2000 %
VPI 234+80.00
EL 795.50
- 1.0000 %
L = 200.00’
K = 100
SSD = 640’
VPI 236+30.00
EL 794.00
L = 100.00’
K = 100
VPI 238+58.00
EL 794.00
L = 50.00’
K = 100
VPI 240+32.00
EL 794.87
+ 0.5000 %
+ 0.0000 %
L = 50.00’
K = 100
SSD = 2183’
VPI 240+85.00
EL 794.87
+ 0.0000 %
- 0.5000 %
L = 50.00’
K = 100
SSD = 2183’
VPI 241+35.00
EL 794.62
L = 50.00’
K = 100
794.62
Commercial Bypass Lanes
Northbound I-29
Exst R/W
Pad
Duty Free
788.88
788.79
788.87
789.08
789.84
790.25
790.40
790.83
791.02
791.09
790.91
790.76
790.64
791.13
235+00 236+00 237+00 238+00 239+00 240+00 241+00
794.98
794.75
794.32
794.04
794.00
794.00
794.00
794.01
794.21
794.46
794.71
794.87
794.79
794.62
235+00 236+00 237+00 238+00 239+00 240+00 241+00
Sheet Location
51’46’
Sta 241+65.35
End Project
Elev 794.00
LP Sta 236+80
Ppsd ‘ Profile
(Ottertail Power)
at own expense
relocate or adjust
utility company to
Electric line,
Conflict with
Grading Tie Line
El. 789.96
Sta 241+65.35
End Ditch Rt
(Ottertail Power)
billable to NDDOT
relocate or adjust
utility company to
Utility Pole,
Conflict with
(Ottertail Power)
billable to NDDOT
relocate or adjust
utility company to
Overhead line,
Conflict with
Ppsd ‘ Profile
Exst ‘ Profile
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/13/2017 ryansundberg P:\State\NDDOT\13213100\Project\60029216.120\Utilities\Plans\060\060PP_005_Util.dgn9:03:24 AM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
560
Sta 235+00 to Sta 242+64.64
Plan & Profile
Pembina Border Crossing
IM-6-029(120)216
805
800
795
790
785
780
775
770 770
775
780
785
790
795
800
805
(Chain PRCOMBYPASS)
11475
+00
8" -
Appro
xim
ate L
ocation
793.4
6
11470
+00
11465
+00
11475
+00
11465+00 11466+00 11467+00 11468+00 11469+00 11470+00 11471+00 11472+00 11473+00 11474+00 11475+00
794.08
794.19
794.19
794.11
794.05
794.00
793.94
793.85
793.87
793.96
794.00
794.05
794.12
794.20
794.27
794.26
794.27
794.25
794.29
794.32
794.35
Exst ‘ Profile
Sheet Location
Exst R/W
Exst R/W
I-29 Northbound
Exst R/W
Exst R/W
I-29 Southbound
175’
30’34’
16’+48
770
775
780
785
790
795
800
805
770
775
780
785
790
795
800
805
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/13/2017 ryansundberg P:\State\NDDOT\13213100\Project\60029216.120\Utilities\Plans\060\060PP_006_Util.dgn9:03:27 AM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
660IM-6-029(120)216
Sta 11465+00 to Sta 11475+00
Plan & Profile
Pembina Border Crossing
(Chain EX29)
Intern
atio
nal B
oundary
11480
+00
+ 0.5000 %
+ 0.5000 %
Elev = 790.00
Sta 11477+90.00
Elev = 790.81
Sta 11479+52.93Elev = 791.19
Sta 11480+27.01
Elev = 792.61
Sta 11483+11.87
11480
+00
794.00
790.05
790.30
790.55
790.80
791.30
791.55
791.80
792.05
792.30
792.55
11475+00 11476+00 11477+00 11478+00 11479+00 11480+00 11481+00 11482+00 11483+00 11484+00
794.35
794.31
794.31
794.31
794.33
794.36
794.31
794.34
794.34
794.34
794.34
794.31
794.35
794.32
794.38
794.43
794.45
794.44
794.34
794.26
Exst R/W
Exst R/W
I-29 Northbound
Sheet Location
Exst ‘ Profile
Profile
Ppsd LT Ditch
24’
10’
34’
46’(Ottertail Power)
at own expense
relocate or adjust
utility company to
Electric line,
Conflict with
Grading Limits
(Ottertail Power)
billable to NDDOT
relocate or adjust
utility company to
Utility Pole,
Conflict with
(Ottertail Power)
billable to NDDOT
relocate or adjust
utility company to
Overhead line,
Conflict with
11480
+00
Exst R/W
Pad
Duty Free
770
775
780
785
790
795
800
805
770
775
780
785
790
795
800
805
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/13/2017 ryansundberg P:\State\NDDOT\13213100\Project\60029216.120\Utilities\Plans\060\060PP_007_Util.dgn9:03:30 AM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
7IM-6-029(120)216
Sta 11475+00 to Sta 11485+00
Pembina Border Crossing
(Chain EX29)
Plan & Profile
60
00
00
4040
4040
8080
8080
120120
120120
160160
160160
200
200
240
240
280
280
320
320
360
360
400
400
790 790
11446+00.00
780 780
790 790
11447+00.00
780 780
790 790
800 800
810 810
11448+00.00
780 780
790 790
800 800
810 810
11449+00.00
Approximate New
Conduit Line
Location
Approximate New
Light Standard
Location
Approximate New
Light Standard
Location
Pembina Border Crossing - Utility Conflicts 200IM-6-029(120)216 1
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/13/2017 ryansundberg P:\State\NDDOT\13213100\Project\60029216.120\Utilities\Plans\200\200XS_001_Utilities.dgn9:10:44 AM
00
00
4040
4040
8080
8080
120120
120120
160160
160160
200
200
240
240
280
280
320
320
360
360
400
400
790 790
800 800
810 810
820 820
11450+00.00
780 780
790 790
800 800
810 810
11451+00.00
780 780
790 790
11452+00.00
780 780
790 790
800 800
810 810
11453+00.00
Approximate New
Light Standard
Location
Approximate New
Conduit Line
Location
Approximate New
Light Standard
Location
Pembina Border Crossing - Utility Conflicts 200IM-6-029(120)216 2
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/13/2017 ryansundberg P:\State\NDDOT\13213100\Project\60029216.120\Utilities\Plans\200\200XS_001_Utilities.dgn9:10:45 AM
00
00
4040
4040
8080
8080
120120
120120
160160
160160
200
200
240
240
280
280
320
320
360
360
400
400
780 780
790 790
11454+00.00
780 780
790 790
11455+00.00
780 780
790 790
800 800
810 810
11456+00.00
780 780
790 790
11457+00.00
Approximate New
Conduit Line
Location
Approximate New
Conduit Line
Location
Approximate New
Light Standard
Location
Approximate New
Conduit Line
Location
Pembina Border Crossing - Utility Conflicts 200IM-6-029(120)216 3
Approximate
Electric Line Crossing
Sta 11455+09
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/13/2017 ryansundberg P:\State\NDDOT\13213100\Project\60029216.120\Utilities\Plans\200\200XS_001_Utilities.dgn9:10:45 AM
00
00
4040
4040
8080
8080
120120
120120
160160
160160
200
200
240
240
280
280
320
320
360
360
400
400
780 780
790 790
800 800
810 810
11458+00.00
780 780
790 790
11459+00.00
780 780
790 790
800 800
810 810
11460+00.00
780 780
790 790
800 800
810 810
11461+00.00
Approximate New
Light Standard
Location
Approximate New
Conduit Line
Location
Approximate New
Light Standard
Location
Approximate New
Light Standard
Location
Pembina Border Crossing - Utility Conflicts 200IM-6-029(120)216 4
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/13/2017 ryansundberg P:\State\NDDOT\13213100\Project\60029216.120\Utilities\Plans\200\200XS_001_Utilities.dgn9:10:46 AM
00
00
4040
4040
8080
8080
120120
120120
160160
160160
200
200
240
240
280
280
320
320
360
360
400
400
780 780
790 790
800 800
810 810
820 820
11461+50.00
780 780
790 790
11462+00.00
780 780
790 790
800 800
810 810
11463+00.00
780 780
790 790
11464+00.00
Approximate New
Conduit Line
Location
Approximate New
Light Standard
Location
Approximate New
Conduit Line
Location
Pembina Border Crossing - Utility Conflicts 200IM-6-029(120)216 5
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/13/2017 ryansundberg P:\State\NDDOT\13213100\Project\60029216.120\Utilities\Plans\200\200XS_001_Utilities.dgn9:10:47 AM
00
00
4040
4040
8080
8080
120120
120120
160160
160160
200
200
240
240
280
280
320
320
360
360
400
400
780 780
790 790
800 800
810 810
11465+00.00
780 780
790 790
11466+00.00
780 780
790 790
11467+00.00
770 770
780 780
790 790
11468+00.00
Approximate New
Light Standard
Location
Approximate New
Conduit Line
Location
Pembina Border Crossing - Utility Conflicts 200IM-6-029(120)216 6
Location
Approximate
Electric Line
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/13/2017 ryansundberg P:\State\NDDOT\13213100\Project\60029216.120\Utilities\Plans\200\200XS_001_Utilities.dgn9:10:48 AM
00
00
4040
4040
8080
8080
120120
120120
160160
160160
200
200
240
240
280
280
320
320
360
360
400
400
790 790
11469+00.00
780 780
790 790
800 800
810 810
11470+00.00
780 780
790 790
11471+00.00
780 780
790 790
800 800
810 810
11472+00.00
Proposed
6 Luminaire High Mast
Location
Approximate New
Conduit Line
Location
Approximate New
Conduit Line
Location
Approximate New
Conduit Line
Location
Approximate New
Conduit Line
Location
Pembina Border Crossing - Utility Conflicts 200IM-6-029(120)216 7
PP
SD R/W
EX
ST R/W
EX
ST R/W
PP
SD R/W
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/13/2017 ryansundberg P:\State\NDDOT\13213100\Project\60029216.120\Utilities\Plans\200\200XS_001_Utilities.dgn9:10:49 AM
00
00
4040
4040
8080
8080
120120
120120
160160
160160
200
200
240
240
280
280
320
320
360
360
400
400
780 780
790 790
800 800
810 810
11473+00.00
780 780
790 790
11473+48.70
770 770
780 780
790 790
11474+00.00
780 780
790 790
800 800
810 810
820 820
830 830
11475+00.00
Approximate New
Conduit Line
Location
Approximate New
Conduit Line
Location
Approximate New
Conduit Line
Location
Approximate New
Conduit Line
Location
Approximate New
Conduit Line
Location
E
Proposed
Pull Box
Location
E
Approximate New
Conduit Line
Location
Pembina Border Crossing - Utility Conflicts 200 8IM-6-029(120)216
EX
ST R/W
Approximate
Sta 11473+48.70
Approximate
Telephone Line
LocationElectric Line Crossing (2)
EX
ST R/W
Approximate
Fiber Optic Line Crossing
Approximate
Telephone Line
LocationApproximate
Water Line Crossing
Sta 11473+97-10° SkewSta 11474+34-10° Skew
EX
ST R/W
Approximate
Telephone Line
Location
Approximate
Exst Line Fiber Optic
Location
Approximate
Storm Sewer
Location
EX
ST R/W
Muck Excavation Waste Area
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/13/2017 ryansundberg P:\State\NDDOT\13213100\Project\60029216.120\Utilities\Plans\200\200XS_001_Utilities.dgn9:10:50 AM
00
00
4040
4040
8080
8080
120120
120120
160160
160160
200
200
240
240
280
280
320
320
360
360
400
400
780 780
790 790
800 800
810 810
11476+00.00
780 780
790 790
800 800
11477+00.00
790 790
800 800
810 810
820 820
11477+48.00
780 780
790 790
800 800
810 810
11478+00.00
Approximate New
Conduit Line
Location
Approximate
Overhead Line
Location
Approximate New
Conduit Line
Location
Approximate New
Approximate New
Conduit Line
Location
Approximate New
Conduit Line
Location
Pembina Border Crossing - Utility Conflicts 200IM-6-029(120)216 9
Approximate
Telephone Line
Location
Approximate
Exst Power Pole
Location
Approximate
Storm Sewer
Location
EX
ST R/W
Muck Excavation Waste AreaMuck Excavation Waste Area
Approximate
Telephone Line
Location
Approximate
Storm Sewer
Location
EX
ST R/W
Muck Excavation Waste AreaMuck Excavation Waste Area
EX
ST R/W
EX
ST R/W
Muck Excavation Waste AreaMuck Excavation Waste Area
Approximate
Telephone Line
LocationApproximate
Exst Power Pole
Location
Approximate
Storm Sewer
Location
EX
ST R/W
EX
ST R/W
Muck Excavation Waste Area
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/13/2017 ryansundberg P:\State\NDDOT\13213100\Project\60029216.120\Utilities\Plans\200\200XS_001_Utilities.dgn9:10:50 AM
Approximate Existing
Storm Sewer Crossing
Sta 11478+00
00
00
4040
4040
8080
8080
120120
120120
160160
160160
200
200
240
240
280
280
320
320
360
360
400
400
780 780
790 790
800 800
11479+00.00
780 780
790 790
800 800
810 810
11480+00.00
780 780
790 790
800 800
810 810
11481+00.00
780 780
790 790
11482+00.00
Approximate
Overhead Line
Location
Approximate New
Conduit Line
Location
Approximate New
Conduit Line
Location
Approximate New
Conduit Line
Location
Approximate New
Conduit Line
Location
Approximate New
Conduit Line
Location
Approximate New
Conduit Line
Location
Approximate New
Conduit Line
Location
Approximate New
Conduit Line
Location
Pembina Border Crossing - Utility Conflicts 200IM-6-029(120)216 10
Approximate
Telephone Line
Location
Approximate
Storm Sewer
Location
EX
ST R/W
EX
ST R/W
Muck Excavation Waste AreaMuck Excavation Waste Area
Approximate
Telephone Line
LocationApproximate
Exst Power Pole
Location
Approximate
Storm Sewer
LocationApproximate
Proposed Signal
Location
EX
ST R/W
EX
ST R/W
Muck Excavation Waste AreaMuck Excavation Waste Area
Approximate
Telephone Line
Location
Approximate
Exst Power Pole
Location
Approximate
Storm Sewer
Location
EX
ST R/W
EX
ST R/W
Approximate
Electric Line Approximate
Telephone Line
Location
Approximate
Exst Power Pole
Location
Location (2)
Approximate
Storm Sewer
Location
EX
ST R/W
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/13/2017 ryansundberg P:\State\NDDOT\13213100\Project\60029216.120\Utilities\Plans\200\200XS_001_Utilities.dgn9:10:51 AM
00
00
4040
4040
8080
8080
120120
120120
160160
160160
200
200
240
240
280
280
320
320
360
360
400
400
780 780
790 790
800 800
810 810
11482+80.94
780 780
790 790
800 800
810 810
11483+00.00
780 780
790 790
800 800
810 810
11484+00.00
Approximate
Electric Line Crossing
11482+80.94Location
Conduit Line
Approximate New
E
Approximate New
Conduit Line
Location
Approximate New
Conduit Line
Location
Approximate New
Conduit Line
Location
Pembina Border Crossing - Utility Conflicts 200IM-6-029(120)216 11
Approximate
Exst Power Pole
Location
Approximate
Storm Sewer
Location
Approximate
Storm Sewer
Location
Approximate
Telephone Locker Vault
Location
Telephone Ped
Approximate
Existing Signal
Location
EX
ST R/W
EX
ST R/W
EX
ST R/W
Approximate
Exst Power Pole
Location
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
12/13/2017 ryansundberg P:\State\NDDOT\13213100\Project\60029216.120\Utilities\Plans\200\200XS_001_Utilities.dgn9:10:52 AM
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