AE2S PROJECT NO.

: P00105-2021-035
SURVEY OF ANNEXATION
N87° 37' 37"E N87° 37' 13"E
S33° 08' 02"E
201.31
TO THE CITY OF GRAND FORKS, NORTH DAKOTA
2642.20 723.68
ENGLISH COULEE DIVERSION
THAT PART OF SECTION 29 AND THE NORTH HALF OF SECTION 32, TOWNSHIP
ENGLISH COULEE DIVERSION
152 NORTH, RANGE 50 WEST, GRAND FORKS COUNTY, NORTH DAKOTA

N87° 37' 13"E

17.45 LEGAL DESCRIPTION

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All of Block 2, Eide & Knoff Addition; Bertsch Resubdivision; Legvold's Subdivision; Walsh's Industrial Site No. 1; Replat

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of Lots 2, 3, 6, 7 & 8, Block 1, Walsh's Industrial Site No. 1; Replat of Lots 1, 2 and 3, Block 3, Walsh's Industrial Site

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91

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No. 1; Replat of Lot 1, Block 4, of the Plat of Walsh's Industrial Site No. 1; Walsh's Industrial Site No. 2, being a tract of

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land in the East Half of the East Half of Section 29, Township 152 North, Range 50 West; Bosma Resubdivision; Replat

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LEGEND of Lot 2 Landowski Subdivision, Lot 1, Block 1, of Enger Subdivision; Replat of Lots 1, 2, 3 and 4, Bushaw's Subdivision

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No. 1; Bushaw's Subdivision No. 1; Service Subdivision; Service 2ND Subdivision; Service 3RD Subdivision; Service

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4TH Subdivision; Bergstrom's First Resubdivision; Adams Addition, Opp's Second Addition; and that part of Section 29

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EXISTING IRON MONUMENT and the North Half of Section 32, Township 152 North, Range 50 West, Grand Forks County, North Dakota, described

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as follows:

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S02° 03' 50"E SET MONUMENT THIS SURVEY
5/8 DIA. REBAR WITH CAP

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29.07 Beginning at the Northwest Corner of said Section 29; thence North 87°37'37" East along the north line of the Northwest

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MARKED LS-7191 Quarter of said Section 29 a distance of 2642.20 feet to the Northeast Corner of the Northwest Quarter of said Section
ANNEXATION AREA 29; thence North 87°37'13" East along the north line of the Northeast Quarter of said Section 29 a distance of 723.68

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feet to the easterly right of way line of U.S. Highway No. 81; thence South 33°08'02" East along the easterly right of way
ANNEXATION BOUNDARY

3°
N01° 51' 11"W

line of U.S. Highway No. 81 a distance of 201.31 feet; thence North 87°37'13" East along the easterly right of way line

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of U.S. Highway No. 81 a distance of 17.45 feet to the Northwest Corner of said Block 1, Eide & Knoff Addition; thence
2655.57

EXISTING CITY LIMITS

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South 33°08'02" East along the westerly line of said Block 1, Eide & Knoff Addition; a distance of 918.58 feet to the

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EXISTING LOT LINE South Corner of said Block 1, Eide & Knoff Addition; thence South 02°03'50" East along the easterly right of way line of
CENTERLINE RAILROAD U.S. Highway No. 81 a distance of 29.07 feet; thence South 33°08'02" East along the easterly right of way line of U.S.
Highway No. 81 a distance of 617.99 feet; thence South 56°49'22" West along the easterly right of way line of U.S.
SECTION LINE Highway No. 81 a distance of 10.00 feet to the beginning of a non-tangential curve; thence southeasterly along the
S56° 49' 22"W easterly right of way line of U.S. Highway No. 81 a distance of 1361.57 on a curve concave to the southwest having a
10.00 radius of 3919.83 feet and a central angle of 19°54'07" and the chord which bears South 23°14'03" East a distance of
36th AVENUE NORTH 1354.74 feet to the Northwest Corner of Lot A, Block 1 of said Bosma Resubdivision; thence North 56°49'31" East along
the north line of said Bosma Resubdivision a distance of 99.87 feet to the Northeast Corner of Lot A, Block 1 of said
Bosma Resubdivision; thence South 33°07'03" East along the easterly line of said Bosma Resubdivision and the

U.S
easterly line of said platted Landowski Subdivision and the easterly line of Lot 1, Block 1 of said Enger Subdivision a

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distance of 761.59 feet to the East Corner of Lot 1, Block 1 of said Enger Subdivision; thence South 56°52'32" West

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along the southeasterly line of Lot 1, Block 1 of said Enger Subdivision a distance of 99.82 feet to a point on the easterly

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L=1361.57', R=3919.83' line of Parcel B of said Walsh's Industrial Site No. 2 point also being the South Corner of Lot 1, Block 1 of said Enger

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Δ=019°54'07" NOTES Subdivision; thence South 33°14'39" East along the easterly line of Parcel B of said Walsh's Industrial Site No. 2 and

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L.C.=1354.74' S23° 14' 03"E the northeasterly line of Lot A of said Replat of Lots 1, 2, 3 and 4, Bushaw's Subdivision No. 1 a distance of 191.30 feet

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to a point 33.00 feet west of the east line of the Southeast Quarter of said Section 29; thence South 02°06'04" East

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BASIS OF BEARING: GRID NORTH, NORTH along the east line said Replat of Lots 1, 2, 3 and 4, Bushaw's Subdivision No. 1 and Bushaw's Subdivision No. 1 and

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DAKOTA STATE PLAN COORDINATE SYSTEM, NORTH parallel to the east line of the Southeast Quarter of said Section 29 a distance of 1708.17 feet to a point on the south
ZONE, NAD. 83, ALL DISTANCES ARE GRID line of the Southeast Quarter of said Section 29 point being 33.00 feet west of the Southeast Corner of said Section 29;

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DISTANCES. thence South 02°30'12" East parallel with the east line of the Northeast Quarter of said Section 32 a distance of 33.00

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feet; thence North 87°42'21" East parallel with the north line of the Northeast Quarter of said Section 32 a distance of

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33.00 feet to the east line of the Northeast Quarter said Section 32 point being 33.00 feet south of the Northeast Corner

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of the Northeast Quarter of said Section 32; thence South 02°30'12" East along the east line of the Northeast Quarter of
said Section 32 a distance of 654.41 feet to a point on the east right of way line of U.S. Highway No. 81 to the beginning
of a non-tangential curve; thence northwesterly along the east right of way line of U.S. Highway No. 81 a distance of
N56° 49' 31"E 779.33 feet on a curve concave to the northeast having a radius of 3719.23 feet and a central angle of 12°00'21" and
99.87 the chord which bears North 24°27'46" West a distance of 777.90 feet to a point 33.00 feet north of the south line of said
33RD AVENUE NORTH
Section 29; thence South 87°42'21" West along the extended south line of said Walsh's Industrial Site No. 1 a distance
of 889.54 feet to a point on the south line of Lot 10, Block 1, of said Walsh's Industrial Site No. 1; thence South
02°16'23" East along the extended east line of Lot 1, Block 1 of said Service 2ND Subdivision a distance of 366.67 feet
to the Southeast Corner of Lot 1, Block 1 of said Service 2ND Subdivision; thence North 87°43'42" East along the north
line of Lot 2, Block 1 of said Bergstrom's First Resubdivision a distance of 802.14 feet to a point 26.76 feet past the

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Northeast Corner of Lot 2, Block 1 of said Bergstrom's First Resubdivision said point being on the east line of Service
BURLINGTON NORTHERN RAILROAD

3°
Road and the beginning of a non-tangential curve; thence southeasterly along the east line of Service Road a distance

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of 326.88 feet on a curve concave to the northeast having a radius of 3919.23 feet and a central angle of 04°46'43" and

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the chord which bears South 25°39'05" East a distance of 326.78 feet parallel and 25.00 feet east of the east line of

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Bergstrom's First Resubdivision to a line extending from the south line of the Southeast Corner of Lot 2, Block 1 of said
Bergstrom's First Resubdivision; thence South 87°43'09" West along the extension of the south line of Lot 2, Block 1 of
said Bergstrom's First Resubdivision a distance of 931.85 feet to the Northeast Corner of 26th/ Avenue North right of
way; thence South 02°14'27" East along the east right of way line of 26th Avenue North a distance of 80.03 feet; thence

U.S. HIGHWAY NO. 81

South 87°41'28" West along the south right of way line of 26th Avenue North a distance of 952.04 feet; thence North
02°17'52" West along the west right of way line of 26th Avenue North a distance of 379.90 feet to the Southeast Corner

ACCESS ROAD

ACCESS ROAD
S56° 52' 32"W of Lot 1, Block 1 of said Service 4th Subdivision; thence South 87°42'31" West along the south line of Lot 1, Block 1 of
99.82 said Service 4th Subdivision and extending a distance of 558.61 feet to a point on the west right of way line of North
S33° 14' 39"E 36th Street; thence North 02°35'19" West along the west right of way line of North 36th Street a distance of 334.12 feet
191.30 to a point on the south line of the Southwest Quarter of said Section 29 being 40.00 feet west of the Southeast Corner
of the Southwest Quarter of said Section 29; thence South 87°42'41" West along the south line of the Southwest

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Quarter of said Section 29 a distance of 1741.83 feet; thence North 02°17'19" West along the east line of a parcel of

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land in the Southwest Quarter of said Section 29, as described in document number 487755, on file and of record, with

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the Grand Forks County Recorder a distance of 733.00 feet to the Northeast Corner of said document number 487755;
N01° 50' 49"W

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thence South 87°42'41" West along the north line of said document number 487755 a distance of 701.15 feet to the
2624.33

east railroad right of way line; thence South 02°22'59" East along the east line of the railroad right of way line a distance
of 700.00 feet to a point 33.00 feet north of the south line of the Southwest Quarter of said Section 29; thence South
30TH AVENUE NORTH
87°42'41" West parallel with the south line of the Southwest Quarter of said Section 29 a distance of 171.35 feet to the

NORTH 30TH STREET

NORTH 32ND STREET

west line of the Southwest Quarter of said Section 29; thence North 01°50'49" West along the west line of the
Southwest Quarter of said Section 29 a distance of 2624.33 feet to the Northwest Corner of the Southwest Quarter of

ACCESS ROAD
NOR T H said Section 29; thence North 01°51'11" West along the west line of the Northwest Quarter of said Section 29 a distance
VACATED NORTH 31ST STREET

of 2655.57 feet to the Point of Beginning.

Containing 25,490,326 square feet or 585.18 acres more or less.

S02° 06' 04"E

1708.17

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HIGHWAY NO
701.15

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300 0 300 600

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S87° 42' 41"W
CERTIFICATE OF SURVEY
Scale in Feet Deannexation Request
NORTH 42ND STREET

1" = 300' I, Casey O. Berg, Professional Land Surveyor in the State of North Dakota, hereby certify that this map is a true

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S02° 22' 59"E

N02° 17' 19"W

and correct representation of a survey performed by me or under my direct supervision on or before January
700.00

18, 2022. All distances and measurements are true and correct to the best of my knowledge and belief and all
733.00

monuments are placed in the ground as shown.

VICINITY MAP
Properties that
PRELIMINARY 3/2/2022
did not sign (6)
S02° 30' 12"E N
33.00
W E Casey O. Berg, PLS
889.54 North Dakota Professional Land Surveyor, LS-7191
1741.83 S
27TH AVENUE NORTH 27TH AVENUE NORTH
S87° 42' 41"W
27TH AVENUE NORTH S87° 42' 21"W
Hwy 81 Annexation
S02° 16' 23"E
N02° 35' 19"W

S87° 42' 41"W STATE OF NORTH DAKOTA)

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366.67
334.12

COUNTY OF GRAND FORKS)

171.35 LOCATION
DIC

N87° 42' 21"E

ATE

33.00
S02° 30' 12"E
On this ______ Day of ____________, 2022, before me, a Notary Public in and for said County and State,
BURLINGTON NORTHERN RAILROAD

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558.61 N87° 43' 42"E Personally appeared Casey O. Berg, and acknowledged the execution and signing of the above certificate.
654.41

City Limits (start of 2022)

NORTH 39th STREET

OR

26TH AVE N S87° 42' 31"W 802.14

NORTH 36TH STREET

N02° 17' 52"W

SE

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INTERSTATE 29
379.90

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L=326.88', R=3919.23' L=779.33', R=3719.23'

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Notary Public:
NORTH 42ND STREET

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Δ=004°46'43" Δ=012°00'21" State of North Dakota

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L.C.=326.78' S25° 39' 05"E L.C.=777.90' N24° 27' 46"W My commission expires:
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26TH AVENUE NORTH

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Korynta Annexation Agreement

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952.04
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S02° 14' 27"E

S87° 41' 28"W 80.03 S87° 43' 09"W
931.85 DEMERS AVENUE

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