2446ORDINANCE NO. 2446
COUNCIL MEMBER HALL INTRODUCED THE FOLLOWING ORDINANCE:
AN ORDINANCE APPROVING THE PURCHASE AND ACQUISITION OF NECESSARY
LAND FOR THE EXTENSION OF PUBLIC RIGHT OF WAY FROM WILBUR STREET TO
UNITED STATES HIGHWAY 75 FOR THE 10TH STREET EXTENSION PROJECT; AND
PROVIDING FOR PUBLICATION OF THIS ORDINANCE IN PAMPHLET FORM.
BE IT ORDAINED BY THE MAYOR AND COUNCIL OF THE CITY OF BLAIR, NEBRASKA:
SECTION 1. Pursuant to Nebraska Revised Statutes, a City of the First Class may seek to
acquire property for the purposes of expanding the public right of way and easements for utilities
and streets:
SECTION 2. The City of Blair is actively engaged in the 10th Street Extension Project
which expands the public right of way for public transportation. The City of Blair has state funding
to assist with the 10th Street extension project and contracts in place for the partial state funding
for the project.
SECTION 3. To complete the extension of the public right of way, it is necessary for the
City of Blair to acquire .60 acres as described in Section 4.
SECTION 4. A TRACT OF LAND BEING DESCRIBED 0.60 acres, (approximately
26,136 square feet) of 1530 U.S. Highway 75, Blair, Washington County, Nebraska, which is
legally described as Tax Lot 225 in Section 13, Township 18 North, Range 11 East of the 6th P.M.,
Washington County, Nebraska, is necessary to expand the public right of way. [See Attached
Exhibit A, Corrective Survey for the City of Blair, for the description of the .60 acres needed for
the extension project.]
SECTION 5. It is therefore approved that the City of Blair shall be allowed to purchase
and acquire said property.
Passed and approved this 8th day of June 2021
ATTEST:
?LER. CITY CLERK
CITY OF BLAIR, NEBRASKA
RICHARD HANSEN, MAYOR
STATE OF NEBRASKA )
) :ss:
WASHINGTON COUNTY )
BRENDA WHEELER, hereby certifies that she is the duly appointed, qualified and acting City
Clerk of the City of Blair, Nebraska, and that the above and foregoing ordinance was passed at a
regular meeting of the Mayor and City Council of said City held on the 8th day of June 2021.
BRENDA WHEELER, CITY CLERK
CORRECTIVE SURVEY
CITY OF BLAIR
NW CORNER, SE QUARTER
SEC. 13-T18N-R11E
VOA X00 A (POC)
A
WEST LINE OF THE
SOUTHEAST QUARTER
S00°20'05"W
107.10'(M)
---107.21'(R-1)
(ASSUMED BEARING)
5/8" IRON PIPE S89°41'46"E
��VO� 1g5
VO4 225
A=40°43'19"
R=330.00'(M)
T=122.47'(M)
L=234.54'(M)
CHD BRG=N16°11'06"E
CHD=229.64'(M)
SET SURVEY
MONUMENT RELOCATED
TO THE SOUTHEAST
PER THIS SURVEY
NE CORNER, SE QUARTER
SEC. 13-T18N-R11E
A -B S89°41'46"E
2622.27'(M) O
NORTH LINE OF THE
NORTH LINE OF TAX LOT 225 SOUTHEAST QUARTER
(POB)
S89°41'46"E
29.38'(M)
5/8" REBAR \ N40°09'03"E
91.72'(M)
N �
0.60 ACRES
o � zZ
tomr' /
Z
,b+ n coco 3 3g9
o M Q Q g'94p.3(2L/ NSB°
�N r�ss°4.,
3 3 (y
co n
Ld uii SOUTHERLY LINE OF TAX LOT 225
N N
SW CORNER,
SE Rl QUARTER (RO��Ak
O
VICINITY SKETCH
WASHINGTON COUNTY
NEBRASKA
RILE
LEGEND
MoNDMGNTroUND tnvin I >;e ira
MONUMENT SET (5J8" REBAR W/1-1/4" YELLOW m SEh/4
GRAPHIC.SCALE PLASTIC CAP"SURVEYMARKER LS 760') _ _
0 20 40 80 O CALCULATED POINT F SEC} 13
M MEASUREDDISTANCE
R-1 RECORD DISTANCE FROM WAYNE KIRK SURVEY. 10-25-1984 sew I �w
NOTE: ALL BEARINGS ARE ASSUMED.
EAST LINE OF TAX LOT 225
BE
Pv( vol 220
cq �"
mco
c2
S58°50'43"E
1096.89' (M)
S57°03'43"E
1117.33'(M)
L 5/8" REBAR W/MANGLED
ORANGE PLASTIC CAP
SOUTHWEST CORNER
TAX LOT 252
REPOSITORY STAMP
DATE 7 SURVEYOR'S CERTIFICATE:
3/30/2021E WAS MADE BY.. OR UNDER
SCALE
DRAWN
TEP
JOB NO.
202052
FIELD BOOK
BLAIR #9
FIELDWORK�q-,3„q-.
TEP
SBEEL 1 OF 2 800.723.8567
FILE NO. Omaha, NE 402.934.3680
w jeo.com
I HEREBY CERTIFY THAT THIS PLAT OF A SURV Y
MY SUPERVISION AND IS TRUE AND ACCURATE TO THE BEST OF MY
KNOWLEDGE, AND THAT I AM A DULY REGISTERED LAND SURVEYOR UNDER
THE LAWS OF THE STATE OF NEBRASKA.
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TROY PANNING, LS 760
CORRECTIVE SURVEY
CITY OF BLAIR
LEGAL DESCRIPTION:
A PARCEL OF LAND LOCATED IN TAX LOT 225 IN THE SOUTHEAST QUARTER OF SECTION 13, TOWNSHIP 18 NORTH, RANGE 11 EAST OF
THE 6TH PRINCIPAL MERIDIAN, WASHINGTON COUNTY, NEBRASKA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 13, THENCE S00°20'05"W (ASSUMED
BEARING) ON THE WEST LINE OF SAID SOUTHEAST QUARTER, 107.10 FEET TO THE NORTHWEST CORNER OF TAX LOT 225; THENCE
S89°41'46"E ON THE NORTH LINE OF SAID TAX LOT 225 PARALLEL WITH THE NORTH LINE OF SAID SOUTHEAST QUARTER, 270.62 FEET
TO THE POINT OF BEGINNING; THENCE CONTINUING S89°41'46"E ON THE NORTH LINE OF SAID TAX LOT 225 PARALLEL WITH THE
NORTH LINE OF SAID SOUTHEAST QUARTER, 29.38 FEET TO THE NORTHEAST CORNER OF SAID TAX LOT 225; THENCE S00°20'05"W ON
THE EAST LINE OF SAID TAX LOT 225 PARALLEL WITH AND 300.00 FEET DISTANT FROM THE WEST LINE OF SAID SOUTHEAST QUARTER,
381.35 FEET TO THE SOUTHEAST CORNER OF SAID TAX LOT 225; THENCE N58°50'43"W ON THE SOUTHERLY LINE OF SAID TAX LOT 225,
175.63 FEET; THENCE N40°09'03"E, 91.72 FEET TO A POINT OF CURVATURE; THENCE ON A 330.00 FOOT RADIUS CURVE TO THE LEFT, AN
ARC DISTANCE OF 234.54 FEET, TO THE POINT OF BEGINNING, THE CHORD OF SAID CURVE BEARS N16-1 1'06"E. A DISTANCE OF 229.64
FEET, CONTAINING 0.60 ACRES MORE OR LESS.
CORNER TIES:
OA NW CORNER SEI/4 SECTION 13-T18N-R11E
FOUND A 1-1/2" OPEN TOP PIPE 0.3' DEEP
NNE 9.95' TO A SET MAG NAIL wMASHER IN THE WEST FACE OF A 6" DECIDUOUS TREE
E 39.40'TO A SET MAG NAIL w/WASHER IN THE NORTH FACE OF AN 18" DECIDUOUS TREE
W 28.35'TO A SET MAG NAIL wMASHER I NTHE NORTH FACE OF A 4"X4" WOODEN POST
ON THE APPARENT CENTERLINE OF A FENCE LINE SOUTH (PROJECTED)
ON THE APPARENT CENTERLINE OF A RANGE FENCE EAST (PROJECTED)
OB NE CORNER SEI/4 SECTION 13-T18N-Ri IE
FOUND A BRASS CAP OVER LIMESTONE 1.2' DEEP
W 33.01' TO A FOUND BRASS WITNESS POST
NW 33.00'TO A SET 5/8" REBAR BURIED 1.0' BELOW GRADE
SW 33.00'TO A SET 5/8" REBAR BURIED 1.0' BELOW GRADE
SE 33.00'TO A SET 5/8" REBAR BURIED 1.0' BELOW GRADE
ON THE APPARENT CENTERLINE OF A RANGE FENCE WEST (PROJECTED)
O SW CORNER SE1/4 SECTION 13-T18N-RI1E
FOUND A MAG SPIKE FLUSH WITH ASPHALT SURFACE
NNE 39,07' TO A FOUND PK NAIL wNELLOW PLASTIC WASHER "SURVEY MARKER" IN THE SOUTH END AND TOP OF AN 18" CMP
SSW 135.56' TO A SET MAG NAIL IN THE NORTH END AND TOP OF A 24" CMP
NW 41.88'TO A FOUND DUPLEX NAIL w/YELLOW PLASTIC WASHER "SURVEY MARKER" IN THE NE FACE OF A POWER POLE, 6.0'
ABOVE GRADE
E 4.0' TO THE APPARENT CENTERLINE OF A NORTH -SOUTH ASPHALT ROAD
N 45.0' TO THE APPARENT CENTERLINE OF A PRIVATE DRIVE EAST (PROJECTED)
SURVEYOR'S REPORT:
THE ORIGINAL SURVEY WAS PERFORMED AT THE REQUEST OF THE CITY OF BLAIR. THE PURPOSE OF THIS SURVEY WAS TO ESTABLISH
THE PERIMETER AND CREATE A METES AND BOUNDS DESCRIPTION OF ONE PARCEL OF LAND LOCATED IN THE SOUTHEAST QUARTER
OF SECTION 13, TOWNSHIP 18 NORTH, RANGE 11 EAST OF THE 6TH P.M., WASHINGTON COUNTY, NEBRASKA.
THIS CORRECTIVE SURVEY WAS PERFORMED AT THE REQUEST OF THE CITY OF BLAIR, AND MR. ROBERT POUNDS. THE PURPOSE WAS
TO RELOCATE THE SET SURVEY MONUMENT SPECIFIED ON SHEET 1 OF 2, TO THE SOUTHEAST.
EXISTING MONUMENTS OF RECORD WERE FOUND AT LOCATIONS SHOWN ON THIS PLAT. ALL MONUMENTS FOUND ARE DESCRIBED ON
THIS PLAT, OR AS NOTED IN THE CORNER TIES. ALL MONUMENTS SET ARE A 5/8" BY 24" REBAR WITH A YELLOW PLASTIC CAP STAMPED
"SURVEY MARKER LS 760".
ALL LINES WERE PRODUCED AND ANGLES AND DISTANCES MEASURED WITH A TRIMBLE R8 GNSS RECEIVER.
DATE
3/30/2021
SCALE
DRAWN
TEP
JOB NO.
202052
FIELD BOOK
BLAIR N9
FIELD \VORF; in
TEP
SHEET 2 OF 2 800.723.8567
FILE NO. Omaha, NE 402.934.3680
wwwjeo.com
P;lSmgkig�2.00- Blak lM Street Extema on`S S,aveyOaNsg$ZV'202052.tivy, w 3rJ0/20214:40 PM.