HomeMy WebLinkAboutItem #2 Park Property/ ao", t*- \
CHUBBUCK
1 A A H A
Memo
To: Honorable Mayor and City Council
From: Rodney Burch
Date: March 29th, 2022
Re: Grove Subdivision Park Disposal
Dear Council Members,
Public Works Department
PO Box 5604 — 5160 Yellowstone Avenue, Chubbuck, ID 83202
208.237.2430 — Fax 208.237.2409
www.CityofChubbuck.us
This item is on the the study session agenda for April 6th, at which time I will provide more detailed
information.
For reference, the Grove Subdivision located west of Philbin Road south of Chubbuck Road and north of
the fort hall canal. The intersecting streets are Philbin and Sawtooth.
This item has been previously discussed with Council in June of 2016 but warrants the input of this
current Council.
The Grove Subdivision has two "Park" areas that serve no public purpose. One is located behind the
houses on the south side of Sawtooth and is not improved (see area 1 below). The other is located
between two homes on the north side of Sawtooth and is improved with lawn and sprinklers. (see area
2 below)
The homeowners have expressed interest is taking ownership of the area as an extension of their
existing lots. (see attached proposed lot layouts)
If the Council still supports disposal of this property, staff and legal counsel will pursue options to
accomplish this effort.
Sincerely,
Rodney T. Burch, PWD
J:�Administration�Director�Memos to Council�Grove Park Disposal Memo to Council3-29-22.docx
Area 1
Area 2
k
THE GROVE - DIVISION NO. 1
877-
X33'4
A SUBDIVISION LOCATED IN THE NORTHEAST QUARTER OF SECTION 8, TOWNSHIP 6
NORTHEAST CORNER SEC. 8,
NEWLANO lv / 84_ 1 _ E SOUTH, RANGE 34 EAST, BOISE MERIDIAN BANNOCK COUNTY, IDAHO FOUND ALUMINUM CAP IN
OEVELO1PAfENTLLC. / 81 1 =� S 82°13'14' E 260, NST. NO.'S CORNER
5 4
/NST. N0.2Y�lS>47>7 .� /p� 88.82' - 97 8 9
�� t\ ° „ AND 20520360.
/o• 80.Or - � � N 86 6 32 E BASIS OF BEARING
0V ��� 0. ACRES v�' 3 82.08' - �' X8.67 l 3?\ SS. PER IDAHO STATE PLANE COORDINATE SYSTEM - EAST
/ ° N 5 " ?�• �B°� ZONE. GPS OBSERVATION COMBINATION FACTOR OF
L2 C 7 N 0.23ACRE5 M 3 \�%, 1.0002579939. COORDINATES ARE BASE ON (IDPO CORS).
" 3 \ \` GRAPHIC SCALE
a \ A
M C? 3 ? 40 59` \ , 0.25 CRES °� ' .3 2 3 1?� ?rr 8 3' EASEMENT -60 0 30 60 vrn
p121.23'
5 \ 0.22 ACRES a 0.26 ACRES Sys \ !' (SEE NOTE 5) I
Z C6 9J9\ \ f5 EASEMENT�a� .-"ry(IN FEET)
(SEE NOTE 1) BLOCK2 � 7 NEWLANO
41. J0� � 0.26 ACRES ' / OEliELOtoMENTLLC. 1 Inch = 60 R
_ _ P.O.B.
/NST. N0.2YU>47>7
C2 0 ° C2 5 18.90' 85.78' 38.92'
r? �4?4" �a ?S' S_89°45'03" E 193.00'
C22 29.08/, 7 50.01' VICINITYMAP
Iti cz � � ^0 2S, v
G 6.23' 2 / SA`%%`O'081 c0 C?B L'?8 4.10' � 303 13.91'
I�'/� �� �" I LEGEND
Tyts%' C5 N 89°15'33. W L6 Q 83�5� 03•. w
=o' o i2 \ \ Qp. �- 143.60' C4 ,ry h �O` ���� ems' � ,4 0 N FOUND SECTION CORNER AS NOTED
o
p 0.20 ACRES \ �\ ?S??C 19 ,ate C' r`/ 1 3 84.6, $ ACRES v-
0.30 N I
s s 0.24 ACRES 0.20ACRES 80.01 81.08 r /_ W cn BLOCK 3 I FOUND 1/4 CORNER AS NOTED
----8 Cl�,?° \?9' �_J r 2 ' N 1/18 CORNER ON
2.53 -r N ' THE EAST LINE OF
Z L10 ` �� ACRES 15' EASEMENT ` 3� A�>S" Q� 10 ' co ^ 0.25 ACRES 4 N 89°50'15" E 128.64' (SEE NOTE 3) SEC. 8. FOUND 2 INCH
(SEE NOTE 1) \ s co ° •- ALUMINUM CAP, SEE � FOUND 1/16 CORNER AS NOTED
° 11L,? 15 EASEMENT •- 3 �� CORNER PERP. INST.
�% N 1/18 LINE _ `0` - 0.20 ACRES - 8 - S 89 59_36 W - - ��? 4_•\?9� - 9 38'8 (SEE NOTE 1)-Z 0.21 ACRES 3 - - NO. 765499 • SET 5/8 INCH BY 30 INCH REBAR
N 7?° N 0.21 ACRES c� 2857.21' (SEE NOTE 4) G3
(EE NOTE 7) (RMES PELS 234 ) 'CAP STAMPED
ci s C �9. S WITH 2 INCH ALUM
\ ?5 % 8 r p, 3 61 \ c �f W6;WET R 1
\ .02, 40 0.21 ACRES \ 2 58.79' *VN4BB/NST.
0.23 ACRES
261` 41.78' _ 80.18' o L'7 N r?°/4, C3 j C303 C� 89°20'24" E � -W>a" ' SET 5/8 INCH BY 12 INCH REBAR
° --80.18. _{ BLOCK 1 \Cl- 04s 3 Sq�,1 /)�94"W M WITH 2 INCH ALUM. CAP STAMPED
\ \ N 88 08,5 W 202.14' /,/_ O (RMES PELS 2341)
\ LX/ANEANOKAY ♦ C 4 0
fL�LL //KST. ♦ \ 3' EASEMENT \ \ c` li T OTti - C2J Gg M °)
9>O>1G�? ` ♦ ` \ \ (SEE NOTE 5) Seo?S• 5 ?� ■ SET WITNESS CORNER ON RIGHT OF
\ �5 ( W �, WAY LINE, 35 FEET FROM
N 1/18 CORNER ON THE \ 39, \ 0.22 ACRES 9 C9 C, 1 �? = w W CENTERLINE OF REDMAN LATERAL
MERIDIONAL CENTERLINE OF \ ♦ '♦ ` \ 13 ri \ �C4? C11 N 3 M CANAL (5/8 INCH BY 30 INCH REBAR
SEC. 8. FOUND 2 INCH \ 36'\ f W O M WITH ALUMINUM CAP STAMPED,
ALUMINUM CAP, SEE CORNER \ ♦ \ (E1) s� '4 iv r- � � RMES PELS 2341)
PERP. INST. NO. 765497 \ \ ♦ \ 2.37 ACRES S \.ps 0.21 ACRES N W O
\ (SEE NOTE 4) `ss°
\
70 9 3 i ? ' ♦ SET WITNESS CORNER ON RIGHT OF
\ 3• \
\ \ \ 3 �, `�, 0.21 ACRES � 2 c� 0.22 ACRES $ � WAY LINE, 35 FEET FROM
♦ \ Sa 0.21 ACRES
/ CENTERLINE OF REDMAN LATERAL
X91•?4' \ - �'�3` $ Z CANAL (1/2 INCH BY 24 INCH REBAR
(SEE NOTE 8))� ♦ ♦Oil, WITH \ _ a WITH PLASTIC CAP STAMPED, RMES
\ sg 43,98, o \ IN .216
4 X84 02, 12.99, J _ •� -
PELS 2341)
♦T�
C-1
\ \ 8251 v r 15• W 149'69' & -}- SET 1/2 INCH BY 24 INCH REBAR
S 80 ' WITH PLASTIC CAP STAMPED (RMES
\ftlo\ \ N PELS 2341) AT LOT CORNERS AND
\ \ ♦ ` - \ � END OF CURVES
\
r� ENGINg ` \ \ ♦ ♦ ` \ e SUBDIVISION BOUNDARY LINE
GIs &WAiXXCOYJNTY �- \
"' WARRANTYOEEO \ ♦ ♦ \ \ SUBDIVISION LOT LINES
REFERENCE DOCUMENTS IA.341 /NST. No \ \ \ ` ♦ ♦ \ \ 50, - SECTION LINE/STREET CENTERLINE
(-S0 RECORD DISTANCE AND BEARING PER RECORD OF o' A'J�•I (�O �►
, -� \ (SEE NOTE 3)
SURVEY FOR DERAE TRAUGHBER, INST. NO. 92012646 �9 F 36 EXISTING PROPERTY LINES
y4 coRNEt�S°1`,. CURVE TABLE \ ♦ ♦ \
\ �♦ - - EASEMENT SIDELINE (SEE NOTE 1)
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 BOUNDWY LINE F T IS SUBDIVISION
IS COMPLETE. THIS EASEMENT IS RECORDED AT BANNOCK COUNTY UNDER INST. NO. JQ�i B 3 .
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).
- - - - - - - - EASEMENT SIDELINE (SEE NOTE 5)
\
\ - RIGHT OF WAY (SEE NOTE 6)
4 LOT NUMBER
I (R) RESTRICTED LOT (SEE NOTE 4)
E QUARTER CORNER OF SEC.
8 FOUND ALUMINUM CAP, SEE J MAILBOX LOCATIONS (SEE NOTE 8)
CORNER PER. INST. NO.'S 8 9
743580 AND 20520368
RECORDING INSTRUMENT NO.
LINE TABLE
NUMBER DIRECTION
DISTANCE
L1
N 17.48'42" E
59.84
C1
150.00
29'35'53"
77.49
39.63
S 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
S 80'44'58' E
44.39
C8
350.00
16'23'41'
100.15
50.42
N 80'26'14' W
99.81
C7
383.00
08.0942"
54.50
27.30
S 84.33'29" E
54.46
C8
117.00
14007'31"
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
178.00
13020'12"
41.43
20.81
N 66'2437" E
41.34
C11
178.00
26002'03'
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
26.84
C13
183.00
118032W
59.20
29.86
S 82'58'20" E
58.94
C14
183.00
07'18'32"
23.34
11.69
N 68'35108" W
23.33
C15
183.00
1I'll 3W
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
09' 19'52'
19.05
9.55
N 81'35'37" 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
45.87
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
1383.00
16'23'41"
109.59
55.17
N 80'26'14" W
109.22
C24
383.00
08'14'29"
55.09
27.59
S 76'21'38" E
55.04
C25
117.00
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
1183.00
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"
93.86
49.89
N 83'45'04" E
91.14
C31
112.00
13'53'24"
27.15
13.64
N 79'11'06' W
27.09
C32
112.00
34'07'41"
166.71
34.38
N 76'48'21' E
65.73
C33
183.00
23'20'32"
174.55
37.80
N 71.2447' E
174.04
- - - - - - - - EASEMENT SIDELINE (SEE NOTE 5)
\
\ - RIGHT OF WAY (SEE NOTE 6)
4 LOT NUMBER
I (R) RESTRICTED LOT (SEE NOTE 4)
E QUARTER CORNER OF SEC.
8 FOUND ALUMINUM CAP, SEE J MAILBOX LOCATIONS (SEE NOTE 8)
CORNER PER. INST. NO.'S 8 9
743580 AND 20520368
RECORDING INSTRUMENT NO.
LINE TABLE
NUMBER DIRECTION
DISTANCE
L1
N 17.48'42" E
59.84
L2
S 88'38'05" E
21.23
L3
S 33'27'44" W
7.23
L4
N 05'28'38" E
57.14
L5
N 88.38'05" W
21.23
L6
N 79'5244' E
43.46
L7
N 10007'16" W
41.36
L8
N 41'12'44" E
40.05
L9
N 53'23'47" W
47.75
L10
N 88'38'05" W
37.43
L11
N 01'21'55" E
66.00
L12
N 53'42'16" W
24.81