HomeMy WebLinkAboutNotice of Public HearingNOTICE OF PUBLIC HEARING
CITY OF CHUBBUCK, IDAHO
NOTICE IS HEREBY GIVEN that the City Council of the City of Chubbuck, Idaho, will conduct a Public
Hearing at 6:00 pm on May 17, 2023 at Chubbuck City Council Chambers, 290 East Linden, Chubbuck, Idaho.
Public hearings will be held with respect to the following items:
1. Finding real property of the City of Chubbuck located at Lot 13 Block 1 and Lot 3 Block 3 of The
Grove — Division No. 1 as no longer useful or necessary and declaring such real property to be
surplus property with the following terms. The Council finds that the 2 lots have no public
purposes beyond which exist by easement or right-of-way; the Council declares the 2 lots as
surplus property; the Council will not contract for an appraisal since the costs of the appraisal
likely will exceed valuations of the properties due to the sizes, dimensions, easements, and lack
of access and development opportunities, The Council establishes a minimum value of $500 per
lot to cover administrative expenses associated with the disposal; and The Council requires that
the winning bidders of the auctions pay all closing and other costs associated with the sale of the
property. The Council establishes that other terms and conditions of the sales shall be consistent
with standard real estate transactions, and require buyers and their heirs and assigns to consent
to not protest a future canal trail, and that any buyer will on behalf of their heirs and assigns will
agree that each full parcel shall be subject to an easement for future trails, and that such
easement shall run with the land. Further, if no bids are received, pursuant to Idaho Code 50-
1403(1), the Council will sell the lots by offering them for sale on the open market subject to, and
conditioned upon, the same terms as stated above, except that the Council may, by resolution at
the sole discretion of the Council, accept an offer deviating from said terms and conditions, and
Authorize the City Clerk to publish a Notice of Public Hearing to take comments on the above
tentative terms and then to publish a Notice of Intent to sell the surplus real property and to
accept sealed bids on a date to be determined by City Staff. Type of action: Decision. (Action
Item)
Written testimony must be received by jbowers@cityofchubbuck.us at least 7 days prior to the hearing,
shall comply with standards established in City resolution 2021-06. A complete description of each item
is available to the public on request to jbowers@cityofchubbuck.us. Council packets are generally
available the week before the meeting at https://cityofchubbuck.us/city-council/ or are available by
contacting the City Clerk. Any and all persons may register comments, protests, or agreements on the
hearing subjects being considered. Oral testimony concerning these proposals may be offered at the
public hearing. Council may limit oral testimony.
Any person needing special accommodations to participate in the meeting should contact the City Clerk,
Joey Bowers at jbowers@cityofchubbuck.us at least 24 hours prior to the meeting.
Joey Bowers, City Clerk
Publish: April 29, 2023
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OEVELO1PUENTLLC.
/NST. NO. "14717
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THE GROVE - DIVISION NO. 1
A SUBDIVISION LOCATED IN THE NORTHEAST QUARTER OF SECTION 8, TOWNSHIP 6
SOUTH, RANGE 34 EAST, BOISE MERIDIAN BANNOCK COUNTY, IDAHO
S 8�2°13'14" E 250.
Olt- - _ 9%
CAQIQ nc acevuun
PER IDAHO STATE PLANE COORDINATE SYSTEM - EAST
ZONE. GPS OBSERVATION COMBINATION FACTOR OF
1.0002579939. COORDINATES ARE BASE ON (IDPO CORS).
NEWLi4NL7
,0EYELOloAfENTLLC.
/NST. NO.. 2Y.is14717
NORTHEAST CORNER SEC. 8,
I
FOUND ALUMINUM CAP IN
5 4
VAULT, SEE CORNER PERP.
Cl
INST. NO.'S 628846,205141 84
8 9
AND 20520360.
39.63
GRAPHIC SCALE
78.63
C2
145.00
0 30 60
121.52
mm
T
P.O.B.
S 89°45'03" E 193.00'
VICINITY MAP
O \ \ \1 ?$? C 19 al♦ 3 o ��' 0.30 ACRES I p N
V 00
? 1 \ 80.01' 61.06' c je s? g� 0.2� GREs w $ BLOCK 3
04
0.20 ACRES Cl ti O \?9, r q� 2 " N 1/16 CORNER ON
2.53 �� i 512, P ,N c+jf 0.25 ACRES v� 550, THE EAST LINE OF
10 15' EASEMENT T 3 >s, Q 10.34' � „^ N N 89°50'15" E 128.64' (SEE NOTE 3) SEC. 8. FOUND 2 INCH
0.20 ACRES \ 9 %jam ° .- ALUMINUM CAP, SEE
` & T" 9 (SEE NOTE 1) 17• 1? G? L, 15' EASEMENT
3 �� CORNER PERP. INST.
v- 0.20ACRES 8 _ S 89°59'36" W 458,\?9' - ?9 3 \ (SEE NOTE 1) Z (R) NO. 765499
- - 0.21 ACRES 2657.21' - �� - 8, j8. ci (SE0.21 E NOTE ACRES
\ N,2°j 7 6 er0 , C3 !9.gj� ` (SEE NOTE 7) I itfARG.4RE7-
`S3 0?, 40?S,` - r 0.21 ACRES 0.23 ACRES N r?° C3 7 Vi CA 58.79' 1 MfCN4BB/NST.
41.78'
_ 80.18
\ ° _ BLOCK 1 N ��/S '3 s,4� l j j X94" H, � c3 0
♦ \ \
N86--- 08 58 W 202.14' \ C j O
\ WANEANDi1G4Y \ 4 O
AWL IAKST. AV ♦ r 3' EASEMENT \ r Ty C2� ' C,8
91011G�? ` ♦ ♦ \ - \ (SEE NOTE 5) So?5• 5 0• V M 795?�9
N 1/18 CORNER ON THE\ \ \ 9� \ 0.22 ACRES \ S9'
MERIDIONAL CENTERLINE OF \ ♦ ♦ �' \ F \ G, j ? C9 /
SEC. 8. FOUND 2 INCH \ 1[3 03 C 1 1 N
to
ALUMINUM CAP, SEE CORNER
PERP. INST. NO. 768497 \ ♦ \ 2.37 ACRES 0.21 ACRES o W
\ \ (SEE NOTE 4) ` \S 3
0.21 ACRES 04 2 0.22 ACRES
♦
1091 \ gq 0.21 ACRES
(SEE NOTE 8) W>>43 9s. F',QFo?011,18,
\ 149.69
s to
\ ` ♦ \ N
N� ENGI Ng ` \ \ ♦ ♦ \ \
`off �p18 &WAiX1(C0l1A7Y
WARR4N7YVEEA9 \ ♦ ♦ ` \
REFERENCE DOCUMENTS IA. 341 INST. No.. \ \ ♦ \ \
(-SV RECORD DISTANCE AND BEARING PER RECORD OF O �, \
SURVEY FOR DERAE TRAUGHBER, INST. NO. 92012646 0 \10 \
♦ 35
c�NE��Sd`' CURVE TABLE \ \
NUMBER RADIUS DELTA ANGLE ARC LENGTH TANGENT CHORD DIRECTION CHORD LENGTH
NOTES:
1. 15 FEET WIDE EASEMENTS ARE FOR PUBLIC UTILITIES, DRAINAGE, PUBLIC PEDESTRIAN TRAVEL AND SIDEWALK, A
PORTION OF THE PLANTING STRIP, AND ROADWAY SLOPES, UNLESS OTHERWISE NOTED.
2. A 66 FOOT BY 22 FOOT TEMPORARY EASEMENT IS FOR VEHICLE TURN AROUND AND PUBLIC UTILITIES. THE
EASEMENT WILL TERMINATE AFTER THE NEXT SUBDIVISION ADJOINING TO THE BOUND Y LINE F T IS SUBDIVISION
IS COMPLETE. THIS EASEMENT IS RECORDED AT BANNOCK COUNTY UNDER INST. NO. �O'I B G3
3. PHILBIN RD. RIGHT OF WAY TO BE EXPANDED TO 50 FEET ON EACH SIDE OF THE CENTERLINE.
4. LOT 13, BLOCK 1 AND LOT 3, BLOCK 3 ARE DEDICATED TO THE CITY OF CHUBBUCK FOR A RECREATION PARK,
DRAINAGE CONTROL, AND ANY OTHER PURPOSE AS DEEMED APPROPRIATE BY THE CITY OF CHUBBUCK COUNCIL.
THE SAID LOTS ARE COVERED IN THEIR ENTIRETY WITH A PUBLIC UTILITY, IRRIGATION, AND STORM WATER
DRAINAGE EASEMENT.
5. 3 FOOT WIDE EASEMENT ARE FOR IRRIGATION MAINLINES.
6. FORT HALL IRRIGATION PROJECT HAS A 70 FOOT WIDE RIGHT OF WAY, 35 FEET EACH SIDE OF THE CENTERLINE OF
THE REDMAN LATERAL CANAL. NO MODIFICATIONS OR ENCROACHMENT WITHIN THE LIMITS OF THE UNITED STATES
RIGHT OF WAY FOR THE REDMAN LATERAL CANAL WILL BY ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY THE
BUREAU OF INDIAN AFFAIRS.
7. THE EFFECTS AND CONDITIONS OF THE EASEMENTS GRANTED TO J.R. SIMPLOT COMPANY AND FMC CORPORATION
IN INST. NO.S 450887 AND 452722, WHICH COVERS ALL PROPERTY IN THIS SUBDIVISION SOUTH OF THE 1/16TH LINE.
8. MAILBOX LOCATIONS TO BE PLACED ON THE EXTENSION OF THE ADJOINING LOT LINES OF (LOTS 8 AND 9, BLOCK 1)
AND (LOTS 3 AND 4, OF BLOCK 1).
LINE TABLE
RU°9n'7d" F 1 NO. _W10"
I
L1
N 17'48'42" E
M
Cl
150.00
29'35'53"
77.49
39.63
3 74'3228" W
78.63
C2
145.00
48'01105"
121.52
64.59
N 83'45'04" E
118.00
C3
150.00
18'32'08"
48.53
24.48
S 62'58'20" E
48.31
C4
150.00
35'33'17"
93.08
48.09
N 71'28'54"W
91.60
C5
150.00
17'0119"
44.56
22.44
3 80'44'58" E
44.39
C8
350.00
18'23'41"
100.15
50.42
N 80'26'14' W
99.81
C7
383.00
08'0942"
54.50
27.30
S 84'3329' E
54.48
C8
117.00
14'07'31"
28.84
14.50
N 68'48'16" E
28.77
C9
178.00
48'01'05"
149.18
79.28
3 83'45'04" W
144.85
C10
1178.00
13'20'12"
41.43
20.81
N 66'2437" E
41.34
C11
178.00
26'02'03"
80.88
41.15
S 86'05'44" W
80.19
C12
178.00
08'38'50"
26.86
13.46
N 76'3349"W
26.64
C13
183.00
18'32'08"
59.20
29.86
S 62'5820" E
58.94
C14
183.00
07'1832"
23.34
11.69
N 68'35'08" W
23.33
C115
183.00
11.13'36"
35.86
17.99
N 59' 19'04" W
35.80
C18
117.00
35'33'17"
72.60
37.51
N 71'28'54" W
71.44
C17
117.00
26'13'25"
53.55
27.25
N 66'48'58" W
53.08
C18
117.00
09019'52*
19.05
9.53
N 84'3537" W
19.03
C19
183.00
17'01'09"
54.36
27.38
S 80'44'58" E
54.16
C20
317.00
16'23'41"
90.71
45.67
N 80'26'14" W
90.40
C21
317.00
02'5343"
18.02
8.01
S 73'41'15" E
18.02
C22
317.00
13'29'58"
74.69
37.52
N 81'53'06' W
74.52
C23
383.00
16'23'41"
109.59
55.17
N 80'26'14" W
109.22
C24
383.00
08'1429"
55.09
27.59
S 76'21'38' E
55.04
C25
1117.00
17'01'09"
34.75
17.51
N 80'44'58' W
34.63
C26
183.00
35'33'17"
113.56
58.68
S 71'28'54" E
111.75
C27
183.00
15'21'58"
49.08
24.69
S 81'3434" E
48.93
C28
183.00
20' 11' 19"
64.48
32.58
S 63.47'56" E
64.15
C29
117.00
18'32'08"
37.85
19.09
N 62'5820' W
37.69
C30
112.00
48'01'05"
193.86
49.89
N 83'45'04" E
91.14
C31
112.00
13'5324"
27.15
13.64
N 79'11'06' W
27.09
C32
112.00
34'07'41'
66.71
34.38
IN 78'48'21' E
65.73
C33
183.00
23'20'32"
74.55
37.80
1 N 71'2447" E
74.04
LINE TABLE
RU°9n'7d" F 1 NO. _W10"
LEGEND
FOUND SECTION CORNER AS NOTED
FOUND 1/4 CORNER AS NOTED
FOUND 1/16 CORNER AS NOTED
• SET 5/8 INCH BY 30 INCH REBAR
WITH 2 INCH ALUM. CAP STAMPED
(RMES PELS 2341)
SET 5/8 INCH BY 12 INCH REBAR
WITH 2 INCH ALUM. CAP STAMPED
(RMES PELS 2341)
■ SET WITNESS CORNER ON RIGHT OF
WAY LINE, 35 FEET FROM
CENTERLINE OF REDMAN LATERAL
CANAL (5/8 INCH BY 30 INCH REBAR
WITH ALUMINUM CAP STAMPED,
RMES PELS 2341)
SET WITNESS CORNER ON RIGHT OF
WAY LINE, 35 FEET FROM
CENTERLINE OF REDMAN LATERAL
CANAL (1/2 INCH BY 24 INCH REBAR
WITH PLASTIC CAP STAMPED, RMES
PELS 2341)
T & -}- SET 1/2 INCH BY 24 INCH REBAR
WITH PLASTIC CAP STAMPED (RMES
PELS 2341) AT LOT CORNERS AND
END OF CURVES
SUBDIVISION BOUNDARY LINE
50' I -
;SEE NOTE 3) I -
-'81
al
E QUARTER CORNER OF SEC.
8 FOUND ALUMINUM CAP, SEE
CORNER PER. INST. NO.'S 8 9
743580 AND 20520366
NUMBER DIRECTION
I
L1
N 17'48'42" E
M
0
S 88'38'05" E
IW
y
3 33'27'44" W
=
W�
N 05'28'38" E
57.14
L5
Q
21.23
0
2
0
$�
N 10'07'16" W
41.36
L8
N 41'12'44" E
1
L9
N 53'23'47" W
47.75
1-10
N 88'38'05" W
37.43
1-11
N 01'21'55" E
66.00
124.81
L12
N 53'42'16" W
co
1
I
LEGEND
FOUND SECTION CORNER AS NOTED
FOUND 1/4 CORNER AS NOTED
FOUND 1/16 CORNER AS NOTED
• SET 5/8 INCH BY 30 INCH REBAR
WITH 2 INCH ALUM. CAP STAMPED
(RMES PELS 2341)
SET 5/8 INCH BY 12 INCH REBAR
WITH 2 INCH ALUM. CAP STAMPED
(RMES PELS 2341)
■ SET WITNESS CORNER ON RIGHT OF
WAY LINE, 35 FEET FROM
CENTERLINE OF REDMAN LATERAL
CANAL (5/8 INCH BY 30 INCH REBAR
WITH ALUMINUM CAP STAMPED,
RMES PELS 2341)
SET WITNESS CORNER ON RIGHT OF
WAY LINE, 35 FEET FROM
CENTERLINE OF REDMAN LATERAL
CANAL (1/2 INCH BY 24 INCH REBAR
WITH PLASTIC CAP STAMPED, RMES
PELS 2341)
T & -}- SET 1/2 INCH BY 24 INCH REBAR
WITH PLASTIC CAP STAMPED (RMES
PELS 2341) AT LOT CORNERS AND
END OF CURVES
SUBDIVISION BOUNDARY LINE
50' I -
;SEE NOTE 3) I -
-'81
al
E QUARTER CORNER OF SEC.
8 FOUND ALUMINUM CAP, SEE
CORNER PER. INST. NO.'S 8 9
743580 AND 20520366
NUMBER DIRECTION
DISTANCE
L1
N 17'48'42" E
59.84
L2
S 88'38'05" E
21.23
L3
3 33'27'44" W
7.23
L4
N 05'28'38" E
57.14
L5
N 88638'05" W
21.23
L6
N 79'5244' E
43.46
L7
N 10'07'16" W
41.36
L8
N 41'12'44" E
40.05
L9
N 53'23'47" W
47.75
1-10
N 88'38'05" W
37.43
1-11
N 01'21'55" E
66.00
124.81
L12
N 53'42'16" W
SUBDIVISION LOT LINES
SECTION LINE/STREET CENTERLINE
EXISTING PROPERTY LINES
- - EASEMENT SIDELINE (SEE NOTE 1)
- - - - - - - - EASEMENT SIDELINE (SEE NOTE 5)
RIGHT OF WAY (SEE NOTE 6)
1 LOT NUMBER
(R) RESTRICTED LOT (SEE NOTE 4)
J MAILBOX LOCATIONS (SEE NOTE 8)
RECORDING INSTRUMENT NO. 2,611"1'11'3