09/10/2024 Resolutions 2024-216 RESOLUTION 2024-216
WHEREAS,public right-of-way is required by the City of Grand Island for Claude
Road; Faidley Avenue to State Street; Project No. 2022-P-4, from property described as follows:
Property Owner Legal Description Amount
A TRACT OF LAND CONSISTING OF A PART OF LOT 2 OF
CRANE VALLEY 2ND SUBDIVISION,IN THE CITY OF GRAND
ISLAND, HALL COUNTY, NEBRASKA, AND MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A POINT ON THE EAST LINE OF THE
EXISTING DIERS AVENUE RIGHT-OF-WAY (R.O.W.), SAID
POINT BEING A POINT OF CURVATURE; THENCE ALONG
SAID EXISTING EAST R.O.W. LINE AROUND A CURVE IN A
COUNTER CLOCKWISE DIRECTION HAVING A RADIUS OF
330.00 FEET,A DELTA ANGLE OF 011°32'45",AN ARC LENGTH
OF 66.50 FEET, AND A CHORD BEARING OF N06°14'13"W A
DISTANCE OF 66.39 FEET TO THE SOUTHWEST CORNER OF
SAID LOT 2; THENCE CONTINUING ALONG SAID EAST
R.O.W.LINE AROUND A CURVE IN A COUNTER CLOCKWISE
DIRECTION HAVING A RADIUS OF 330.00 FEET, A DELTA
ANGLE OF 009°51'21",AN ARC LENGTH OF 56.77 FEET,AND A
CHORD BEARING OF N16°56'16"W A DISTANCE OF 56.70 TO A
POINT ON SAID EAST R.O.W.LINE,SAID POINT ALSO BEING
THE POINT OF BEGINNING; THENCE ALONG SAID EAST
R.O.W. LINE AROUND A CUVE IN A COUNTER CLOCKWISE
DIRECTION HAVING A RADIUS OF 330.00 FEET, A DELTA
ANGLE OF 018°02'09",AN ARC LENGTH OF 103.88 FEET,AND
McCloud Super 8 A CHORD BEARING OF N30°53'01"W A DISTANCE OF 103.45
Motel, Inc. FEET TO THE POINT OF INTERSECTION OF SAID EXISTING $6,955.00
EAST R.O.W.LINE AND THE SOUTH LINE OF THE EXISTING
DIERS AVENUE R.O.W.;THENCE ALONG SAID SOUTH R.O.W.
LINE N44°20'09"E A DISTANCE OF 92.52 FEET TO A POINT OF
CURVATURE; THENCE CONTINUING ALONG SAID SOUTH
R.O.W. LINE AROUND A CURVE IN A CLOCKWISE
DIRECTION HAVING A RADIUS OF 120.00 FEET, A DELTA
ANGLE OF 025°35'34", AN ARC LENGTH OF 53.60, AND A
CHORD BEARING OF N57°35'32"E A DISTANCE OF 53.16 TO A
POINT ON SAID SOUTH R.O.W.LINE;THENCE S58°05'12"W A
DISTANCE OF 25.45 FEET TO A POINT OF CURVATURE;
THENCE AROUND A CURVE IN A COUNTER CLOCKWISE
DIRECTION HAVING A RADIUS OF 118.50 FEET, A DELTA
ANGLE OF 014°08'12",AN ARC LENGTH OF 29.24 FEET,AND A
CHORD BEARING OF S51°01'06"W A DISTANCE OF 29.16 FEET
TO A POINT OF CONTINUED CURVATURE;THENCE AROUND
A CURVE IN A COUNTER CLOCKWISE DIRECTION HAVING A
RADIUS OF 113.50 FEET;A DELTA ANGLE OF 069°40'38",AN
ARC LENGTH OF 138.03 FEET, AND A CHORD BEARING OF
S09°06'41"W A DISTANCE OF 129.68 FEET TO A POINT OF
REVERSED CURVATURE; THENCE AROUND A CURVE IN A
CLOCKWISE DIRECTION HAVING A RADIUS OF 321.50 FEET,
A DELTA ANGLE OF 003°35'46", AN ARC LENGTH OF 20.18
FEET,AND A CHORD BEARING OF S23°55'45"E A DISTANCE
OF 20.18 FEET; THENCE S02°07'52"E A DISTANCE OF 5.17
FEET TO THE POINT OF BEGINNING. SAID TRACT CONTAINS
1987 SQUARE FEET MORE OR LESS.
Total=$6,955.00
WHEREAS, an agreement for the public right-of-way has been reviewed and
approved by the City Legal Department.
NOW,THEREFORE,BE IT RESOLVED BY THE MAYOR AND COUNCIL OF
THE CITY OF GRAND ISLAND, NEBRASKA, that the City of Grand Island be, and hereby is,
authorized to enter into the Agreement for the public right-of-way on the above described tract of
land.
BE IT FURTHER RESOLVED,that the Mayor is hereby authorized and directed to
execute such agreement on behalf of the City of Grand Island.
Adopted by the City Council of the City of Grand Island, Nebraska, September 10, 2024.
°--e}:X7e
Roger . Steele, Ma r
Attest:
T,0*Granere, City Clerk
- 2 -
RIGHT-OF-WAY
CITY OF GRAND ISLAND, HALL COUNTY, NEBRASKA
TRACT NO. 9
GRAND ISLAND CLAUDE ROAD EXTENSION
��J� fC11 8 RBAR
y\� / 0��� G�% /� 34.42' (M),
\ S58°05'12'W 25.45' 34.29' {R)
N44°20'09"E 92.52' (M), 92.17' (R) / 0
LOT 2 OF CRANE VALLEY 2ND
�,s SUBDIVISION
co'cb4,0 \so.00' R.O.W. LEGEND
L
FyGt- \ • SET CORNER (5/8" x 24" REBAR W/CAP)
S
O FOUND CORNER (AS NOTED)
f U X CALCULATED POINT
EXISTING PROPERTY LINE
PROPOSED EASEMENT LINE
\\ OV" RIGHT OF WAY BOUNDARY LINE
\ \ M MEASURED DISTANCE
.1 •
R RECORDED DISTANCE
at�� VI %/ //, NEW RIGHT OF WAY
74 C3 •
%
Fy
c< \ S02°07'52"E 5.17'
li ' \1 P.O.B.
1 ,. \ \ 0
\ \N
\ \
0' 20' 40' \
SCALE IN FEET 60.00' R.O.W. (2.
5/8 RBAR 4; POINT OF COMMENCEMENT
CURVE TABLE
CURVE ID RADIUS (FT) DELTA LENGTH (FT) CHORD BEARING CHORD LENGTH (FT)
Cl 330.00 M&R 011°32'45" 66.50 M&R N06°14'13"W 66.39M, 66.38 R
C2 330.00 009°51'21" 56.77 N16°56'16"W 56.70
C3 330.00 M&R 027°53'30" 160.64 M, 160.65 R N25°57'20"W 159.06 M, 159.07 R
C4 330.00 018°02'09" 103.88 N30053101"W 103.45
C5 330.00 M&R 010°25'56" 60.09 M&R N45°07'03"W 60.00 M&R
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