HomeMy WebLinkAboutItem #01 Pine Ridge/a 0�t\
CHUBBUCK
I o A H o
Memo
Community Services Department
Development Services Division
290 E. Linden Avenue, Chubbuck, ID 83202
208.237.2430
www.CityofChubbuck.us
To: Honorable Mayor and City Council
From: Development Services Staff
Date: March 1, 2023
Re: Short Plat for Pine Ridge
Applicant: Maria Grishina - SimonCRE
6900 E. 2nd St.
Scottsdale, AZ 85251
Professional Services: Horrocks Engineers
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
Application: Pine Ridge, approximately 41.27 acres with 5 commercial
lots. Located in the SW'/4 of Section 10, Township 6
South, Range 34 East, of the Boise Meridian, Idaho in
Chubbuck, Idaho. Generally located west of Yellowstone
Ave., south of Interstate 86, and north of Quinn Rd.
Existing Zoning: General Commercial (C-2)
Existing Land Use: Pine Ridge Mall
Staff Report: The final plat for Pine Ridge qualifies for Short Plat Procedures per the
standards in Title 17.12.400. The plat application has been reviewed by staff and meets
the standards of Titles 16, 17, and 18 of City Code. Specifically:
• 16.12.230:
o Secondary pressurized irrigation system including pump station
requirement
o A secondary pressurized irrigation system is not required for this
development as the property has previously relinquished the irrigation
water rights.
• 17.12.400:
o Proper access is provided to the property
o No construction and dedication of public street improvements are
required
• 17.12.210:
o A planning conference was held between applicant and city staff
o Developer has completed requirements determined at the planning
conference
• 18.08.042:
o Lots meet minimum lot standards in the General Commercial (C-2) zone
• Staff Recommendation:
o Recommend Approval.
o If approved, recommend approval of Findings of Fact and Conclusions of
Law.
• Recommended Condition(s) if approved:
o Construction plans/drawings be approved by the Development Services
Division prior to issuing building permits.
o Easements for new water and sewer utilities be conveyed to the City under
separate document recorded with Bannock County.
o Easements no longer needed for utilities be vacated per Idaho Code.
Attachments:
1. Proposed Findings of Fact and Conclusions of Law
2. Short Plat for Pine Ridge
1940�t-\
CHUBBUCK
1 0
290 E. Linden Avenue, Chubbuck, ID 83202
208.237.2430
www.CityofChubbuck.us
laofk\
CHUBBUCK
I D A H O
CITY COUNCIL
290 E Linden Avenue, Chubbuck, ID 83202
208.237.2430
www.CityofChubbuck.us
FINDINGS OF FACT & CONCLUSIONS OF LAW
FOR A
SHORT PLAT FOR PINE RIDGE, APPROXIMATELY 41.27 ACRES LOCATED WEST OF
YELLOWSTONE AVE., SOUTH OF INTERSTATE 86, NORTH OF QUINN RD.
FACTS
REQUEST: The applicant proposes a 5 lot short plat for 5 commercial building lots in the PINE RIDGE
subdivision. It includes extending water and sewer services to the development.
TYPE OF COUNCIL ACTION: Quasi -Judicial (Subject to appeal; decisions must be supported by the
evidence and by applying law to the facts; decisions shall be based on the standards for approval). A
decision of this final plat shall be based on whether it meets the requirements of the City of Chubbuck
ordinance and State of Idaho statutes.
OWNER:
Maria Grishina — SimonCRE
6900 E. 2nd St.
Scottsdale, AZ 85251
PROFESSIONAL SERVICES:
Horrocks Engineers
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
LOCATION: SW 1/4 of Section 10, Township 6 South, Range 34 East, of the Boise Meridian, Idaho in
Chubbuck, Idaho. Generally located west of Yellowstone Ave., south of Interstate 86, north of Quinn
Rd.
SITE CHARACTERISTICS & ZONING:
CURRENT ZONING: General Commercial (C-2)
CURRENT LAND USE: Pine Ridge Mall
PROJECT SIZE: ±41.27 acres
VIEWS: Generally visible from all directions
TOPOGRAPHY: Generally flat
EXISTING STRUCTURES: yes
SURROUNDING LAND USES AND ZONING
NORTH: Commercial; General Commercial (C-2)
RECENT TRAFFIC COUNTS:
2018: Quinn Rd at PR Mall Entance,11374/day
2021: Hawthorne Rd. at PR Mall Entrance, 11690/day
EAST: Commercial; General Commercial (C-2)
SOUTH: Commercial; General Commercial (C-2), Residential; Limited Residential (R-2), Dense Residential (R-4)
WEST: Commercial; General Commercial (C-2), Residential; Planned Unit Development (PUD)
Final Plat Approval Form- FFCL
SERVICES:
ACCESS STREET: Current Access from Yellowstone Ave., Quinn Rd., Hawthorne Rd.
FIRE/EMS PROTECTION: City of Chubbuck Fire Department
SANITARY SEWER: City of Chubbuck Sewer Utility Department
CULINARY WATER: City of Chubbuck Water Utility Department
SURFACE WATER RIGHTS: none
PROCEDURES:
In accordance with City Code 17.12.200 and Resolution 2022-07, a complete petition and fees
for a final plat were filed with the City and which contained the appropriate documents and
waiver requests pursuant to 17.12.200.
In accordance with City Code 17.12.210, the application was scheduled to be heard at a Regular
Meeting of the City Council.
In accordance with City Code 17.12.230, the record was reviewed on March 15, 2023 by the City
Council.
APPLICABLE LAWS AND PLANS:
1. Idaho Code
a. §50-13, Plats and Vacations
b. §67-6513, Subdivision Ordinance
Chubbuck Comprehensive Plan (as amended)
Chubbuck City Code
a. Title 16, Land Improvement Standards
b. Title 17, Land Development
c. Title 18, Land Use
RECORD:
The record is on file with City of Chubbuck Staff and consists of the application materials, staff
reports and memos, public and agency testimony, meeting minutes, and applicable portions of
city and state law.
FINDINGS
Having reviewed the record, including the application materials, staff report, testimony provided at the
hearing and meeting, and the criteria for approval of a Final Plat as found in city code section 17.12.100,
the City Council finds the following:
1. Conditions of Approval necessary to approve the Final Plat are (if any):
/9470't-\
CHUBBUCK
1 0
290 E Linden Avenue, Chubbuck, ID 83202
208.237.2430
www.CityofChubbuck.us
Final Plat Approval Form- FFCL
a. Construction plans/drawings be approved by the Development Services Division prior
to issuing building permit.
b. Easements for new water and sewer utilities be conveyed to the City under separate
document recorded with Bannock County.
c. Easements no longer needed for utilities be vacated per Idaho Code.
The Short plat proposal substantially conforms to Chapter 17.12, Section VI. Short Plat Procedure,
meaning that the following are found:
a. Proper Access is provided to the property;
b. The development is consistent with the comprehensive plan;
c. No substantial construction and dedication of public improvements are required;
d. Requirements of the planning conference have been met.
ORDER: CONCLUSION AND DECISION: PERMIT TERMS
1. The City Council, pursuant to the aforementioned, finds that the request for a Short Plat as herein
described, shall be APPROVED.
2. Pursuant to Idaho Code § 67-8001 et seq., the Commission makes the following findings with respect
to the decision in this action:
a. This Action does not deprive the owner of the property of all viable uses of the property.
b. This Action does not have a significant impact on the landowner's economic interest.
c. This Action does not deny a fundamental attribute of ownership.
3. Applicant has a right to request a regulatory takings analysis pursuant to section 67-8003, Idaho Code.
4. Approval of the short plat is valid for a period of two (2) years. Approval of a short plat does not
assure final acceptance of any dedications, continuation of any existing design and construction
regulations, or continuation of any existing land use regulations governing the subject land or
other properties in the area. If the short plat is not recorded and improvements and structures
intended for dedication to the public are not begun within a one year period from the date of
Council approval, the short plat and supporting documents shall be resubmitted to the City for a
review of compliance to then existing applicable ordinances and regulations.
194�0t\
CHUBBUCK
1 0
290 E Linden Avenue, Chubbuck, ID 83202
208.237.2430
www.CityofChubbuck.us
Final Plat Approval Form- FFCL
5. Whether approved, approved with conditions, or denied, any party seeking judicial review of the
decision must first request a reconsideration of this decision to the City Council in accordance with
section 18.28.090 of city code.
APPROVED BY THE MAYOR OF THE CITY OF CHUBBUCK, IDAHO, this day
of , 20
194�0t\
CHUBBUCK
1 0
Kevin B. England, Mayor
ATTEST:
Joey Bowers, Clerk
290 E Linden Avenue, Chubbuck, ID 83202
208.237.2430
www.CityofChubbuck.us
US HWY 86
��80025'4511E
212 45 •
Imm"INL: /mfIL)Cit:
R c I - BEING A PARTIAL RE— PLAT OF L 0 TS 2 AND 10 OF THE PINE RIDGE
mIM
ILII ILII CARMIKE SUBDIVISION N MALL RE—PLA T AND A PARTIAL RE—PLA T OF THE PR 2 SUBDIVISION
INST. NO. 21414841 z 1.43 ACRES L 0 C TED IN THE S. W. 7/4 OF SEC TION 101
�4 N Q-� L3 S89°35'14"E 34 EAST OF THE BOISE MERIDIAN CITY
G I N E � / � L20 368.76' '%� �
0 150' 300' • � N&O COUNTY IDAHO
_ G�. sQ, - 2n2. 3 -
SCALE: 1" = 150'
/ I c, dos,
W s6cp UNPLATTED
M
i�
0 20 N
Z �
BLOCK 1
�L21
R&G SUBDIVISION NO. 2 N Q
INST. NO 21021996 bI J ESQ
m I I L23 S n, UNPLATTED
zn
LO cy) HAILE & HIWOT TEKLE `SS�
LU 61 INST. NO. 21508942-44 co
0
CN LO Li 189.83' rb u' PINE RIDGE MALL
Q CD (NOT A PART) INST. NO. 657825
O BASIS OF BEARING T_ > ti J S89 3622E Go .9 �•
IX THE SOUTH LINE OF SECTION 10 BETWEEN THE S1/4 0l S
W o cy) 00 L31 S88025'02"E 261.54'
s� CORNER AND THE SW CORNER WAS ASSUMED TO BE Z icy �` _
IX S89°58'07"W PER CITY OF CHUBBUCK DATUM BASED ON I NI I �6, L5 1J
THE CENTRAL MERIDIAN OF THE EAST ZONE OF IDAHO c:)
= STATE PLANE COORDINATE SYSTEM. U'I orn FREDDYS
H M NON SUBDIVISION
QN rn INST. NO.
_ — — — S ROAD (PRIVATE) 059'33"E 901.85' — — — � I `� 3 21517368
ACCESPRIVA
_ _ _ _ _ I 9.54 ACRES L7
N89059'33"W 619.28' PINE RIDGE
m LO MALL RE -PLAT
M Os S°34'21 "E 445.34' M
89 INST. NO.
2 L29 N ° 21708589
w N I N90°00'00"E 325.16'
20.18 ACRES — — — �, z
RIDGEWIND SUBDIVISION �I �tJ !$"�26 �� _ L8CD W
co INST. NO 96012449 CN BLOCK 1 cy)�j��°263 N89°38'34"W L40 �3 ° L37o- L3 0 Q
9 N89 36 04"W J W
z z ml 307.81' 306.35' L10 -0 p
LlJGEM PREP SUBDIVISION I� I�- U)
N INST. NO. 21816619 IJ J
W. QUINN ROAD \ N (NOT A PART) L27 4 O
S89°58'07"W �v^ 'j' PINE RIDGE J
° z 2�3� �� 5.87 ACRES MALL RE -PLAT W
2601.73 v'Sr
S.W. COR SEC. 10 °2 J INST. NO.
FOUND RAILROAD SPIKE FOU COR SEC. 10I 3'�„ � �� CJ�O BLOCK 1
CP&F INST. NO. 743579 FOUND BRASS CAFE �!/� - I O 21708589
CP&F INST. NO. 21510138 9� � M ti
PLS 3020 PLS 13259 (261's co
UNPLATTED 00 � L48 ���L46 `"
LO
`n u �� ;� w J
80
,l�7 J
r
L � �`s'� I o 5 I N
C) � L44 ' ° o
� sips I o � 4.26 ACRES N89 36 04"w 0
0 S2, 262.37'
UNPLATTED ` N89°3825"W 363.13'iril I84L12
US HWY 86LO
PROJECT LOCATION 76 '70I M
sts,� N
c:) PINE RIDGE MALL RE -PLAT
r �l INST. NO. 21708589 x;59
0 S Q (NOT A PART) cS9
m o cn
�ks
`S2° O- ^� RE -PLAT OF SHOPS
Z
o m 7r AT PINE RIDGE INST.
m) 21'�� Sp NO. 21708584
IFTE
��0?64, /
SEIBERT TRACT �, 166. _ .0 GS
INST. NO. 248117 C7N�'15
W. QUINN RD. �7, T X14
I� PINE RIDGE MALL RE PLAT
` co INST. NO. 21708589
a 00
F_L_r�� LFFT-1 CO N1co
°
VICINITY MAP J
(NOT TO SCALE) L15W. QUINN ROAD
TOWNSHIP 6 SOUTH, RANGE
OF CHUBBUCK, BA NNOCK
I FGFNn.
SET 5/8" REBAR WITH PLASTIC
CAP "PLS 19961" (TYP)
• SET 1/2" REBAR WITH PLASTIC
CAP "PLS 19961" (TYP)
O FOUND 5/8" REBAR WITH
PLASTIC CAP AS NOTED
O FOUND 5/8" REBAR WITH
ALUMINUM CAP AS NOTED
O FOUND 1/2" REBAR WITH
PLASTIC CAP AS NOTED
a] FOUND PK NAIL
• CHISELED CHEVRON IN
CONCRETE GUTTER
Q CALCULATED POINT; NOTHING SET
ppm FOUND P.L.S.S. CORNER AS NOTED
rm
INST. NO
1
P.O.B.
P.O.C.
SUBDIVISION BOUNDARY LINE
LOT LINE
SECTION LINE
EASEMENT LINE AS NOTED
ADJACENT PARCEL LINE
SURVEY TIE LINE
WITNESS CORNER MONUMENT
INSTRUMENT NUMBER
LOT NUMBER
POINT OF BEGINNING
POINT OF COMMENCEMENT
SHEET 2
SHEET 4
SHEET 5
SHEET INDEX
(NOT TO SCALE)
SHEET 1 OF 6
2194 Snake River Parkway HORROCKS
Suite 205
Idaho Falls, Idaho
Main- 208-522-1223 E N G I
D
O
LU
Z
W
2
F -
Q
"UNREADABLE"
� — 7 — — — — — — — —
15 POWER EASEMENT
J INST. NO. 20119551
W. QUINN ROAD
N89°58'07"E
2601.73'
S.W. COR SEC. 10 S.1/4 COR SEC. 10
FOUND RAILROAD SPIKE FOUND BRASS CAP
CP&F INST. NO. 743579 CP&F INST. NO. 21510138
PLS 3020 PLS 13259
PINE RIDGE
R&G SUBDIVISION NO. 2
INST. NO 21021996
S89059'33"E 901.85' — — — — — — "RMES PELS 2341"
ACCESS ROAD (PRIVATE)
N89059'33"W 619.28'
RIDGEWIND SUBDIVISION
INST. NO 96012449
"UNREADABLE"
— •
I
I
M
r �
rn CD
N r�
N
LI
NI
o
0
Z
°W.C."
46
[---43.67'
a
N90000'00"E 325.16' "UNREADABLE"
20.18 ACRES ------®-- SHEET3
266` 1
til SHEET 2 SHEET 4
co j
r
c�
LLI 10' POWER EASEMENT
INST. NO. 678708 GEM PREP SUBDIVISION
N I INST. NO. 21816619
N(NOT A PART) SHEET 5
of
0
z
tis�3 2�3a�2'�N SHEET INDEX
(NOT TO SCALE)
I "UNREADABLE"
O� \ w
6 C)o
UNPLATTED I o
` NI0
,h � _ 0
_U)
SHEET 2 OF 6
2194 Snake River Parkway HORRO CKS
Suite 205
Idaho Falls, Idaho
Main: 208-522-1223 E N G I N E
0 80' 160'
SCALE: 1" = 80'
"UNREADABLE"
L21 "RMES
PELS 2341"
LEGEND:
I
o
0
SET 5/8" REBAR WITH PLASTIC
10' POWER EASEMENT
N
N
CAP "PLS 19961" (TYP)
*
z m
INST NO 678708
J
L23
•
SET 1/2" REBAR WITH PLASTIC
P m
J m
� 'UNREADABLE"
%� —
"RMES
/// PELS 2341"
CAP "PLS 19961" (TYP)
�
�/
O
FOUND 5/8" REBAR WITH
"' m
z
PLASTIC CAP AS NOTED
�I
to
O
FOUND 5/8" REBAR WITH
M
ALUMINUM CAP AS NOTED
ori
Ico
N
0
U')
O
FOUND 1/2" REBAR WITH
PLASTIC CAP AS NOTED
co
F±1
FOUND PK NAIL
LO
I
CDI
■
CHISELED CHEVRON IN
C61
CONCRETE GUTTER
_
HAILE & HIWOT TEKLE
Q
CALCULATED POINT; NOTHING SET
INST. NO. 21508942-44
0
(NOT A PART)
M
vov
FOUND P.L.S.S. CORNER AS NOTED
z A
E0—
—
SUBDIVISION BOUNDARY LINE
0 I
LOT LINE
U)IM
—
SECTION LINE
N
z
N
EASEMENT LINE AS NOTED
ADJACENT PARCEL LINE
SURVEY TIE LINE
W.C.
WITNESS CORNER MONUMENT
INST. NO.
INSTRUMENT NUMBER
"RMES
PELS 2341"
I
1
LOT NUMBER
P.O.B.
POINT OF BEGINNING
"UNREADABLE"
"UNREADABLIm
P.O.C.
POINT OF COMMENCEMENT
S89°34'21 "E 445.34'
co
N90000'00"E 325.16' "UNREADABLE"
20.18 ACRES ------®-- SHEET3
266` 1
til SHEET 2 SHEET 4
co j
r
c�
LLI 10' POWER EASEMENT
INST. NO. 678708 GEM PREP SUBDIVISION
N I INST. NO. 21816619
N(NOT A PART) SHEET 5
of
0
z
tis�3 2�3a�2'�N SHEET INDEX
(NOT TO SCALE)
I "UNREADABLE"
O� \ w
6 C)o
UNPLATTED I o
` NI0
,h � _ 0
_U)
SHEET 2 OF 6
2194 Snake River Parkway HORRO CKS
Suite 205
Idaho Falls, Idaho
Main: 208-522-1223 E N G I N E
CARMIKE SUBDIVISION
INST. NO. 21414841
PINE RIDGE
US HWY 86
"RMES PELS 2341"0- _ -p 25,45„E
212,45,♦ NREADABLE”
w
�I LU
o
Q-
inli
� fl o,-
�
z �
0 N z
c9
z
C) CIO
0
" 1.43 ACRES
I �
L3,
"RMES PELS 2341"
"RMES PELS 2341" S89°35'14"E
doop L20
V v 368.76'
000, "UNREADABLE"� "RMES PELS 2341"
000
C) /
/
IN
R&G SUBDIVISION NO. 2 / co
INST. NO 21021996 W
M
/ N
to
IZ
"RMES PELS 2341" L2
10' POWER EASEMENT
"RMES PELS INST. NO. 678708
2341" ¢"UNREADABLE"
1
I I
HAILE & HIWOT TEKLE
INST. NO. 21508942-44
(NOT A PART) "UNREADABLE" L21 "RMES PELS 2341"
I
N
Z N
cn 0 —'
Z m L23
oA
O 07 > "UNREADABLE" J� "RMES PELS 2341"
L0 M N v
N m
L0 LO
LLI
c\10'):
OI M00 - 00 In
C) - 0
z I N I U)
0
O
0 80' 160'
SCALE: 1" = 80'
SET 5/8" REBAR WITH PLASTIC
CAP "PLS 19961" (TYP)
• SET 1/2" REBAR WITH PLASTIC
CAP "PLS 19961" (TYP)
O FOUND 5/8" REBAR WITH
PLASTIC CAP AS NOTED
O FOUND 5/8" REBAR WITH
ALUMINUM CAP AS NOTED
O FOUND 1/2" REBAR WITH
PLASTIC CAP AS NOTED
F±1 FOUND PK NAIL
■ CHISELED CHEVRON IN
CONCRETE GUTTER
Q CALCULATED POINT; NOTHING SET
cOv FOUND P.L.S.S. CORNER AS NOTED
SUBDIVISION BOUNDARY LINE
LOT LINE
SECTION LINE
UNPLATTED EASEMENT LINE AS NOTED
�� ADJACENT PARCEL LINE
�a SURVEY TIE LINE
W.C. WITNESS CORNER MONUMENT
�0
X
11 INST. NO. INSTRUMENT NUMBER
S �� 1 LOT NUMBER
tiGP���06 s, P.O.B. POINT OF BEGINNING
P.O.C. POINT OF COMMENCEMENT
SHEET 3
SHEET 2
2 SHEET 4
20.18 ACRES
` "UNREADABLE"
•
SHEET 5
♦ UNPLATTED
sus
10' TELEPHONE EASEMENT
INST. NO. 680050 �9• SHEET INDEX
(NOT TO SCALE)
189.83'
c� S89°36'22"E 179
J 9�, •
SHEET 3 OF 6
2194 Snake River Parkway HORRO CKS
Suite 205
Idaho Falls, Idaho
Main: 208-522-1223 E N G I N E
CV
CV
J
L23
"UNREADABLE" —� "RMES PELS 2341"
b
2
l0 20.18 ACRES
HAILE & HIWOT TEKLE IN
INST. NO. 21508942-44 I
(NOT A PART)
�_I
�I
CA
M
ED 1
C)
M
rn
N
10' POWER EASEMENT
INST. NO. 678708
I
I
445.34' "UNREADABLI
789734'21 "E
L31
325.16'"UNREADABLE" � �
N90000'00"E �a 06 1�
°263
N
GEM PREP SUBDIVISION
INST. NO. 21816619
(NOT A PART)
.i]
0000*025.13'�
i SZD°2
"UNREADABLE"
20 wAT
M /NST tV EgSEME
I00 2»o85g9 r
IN
W
O
0
0
O
O
(n o
Z -0
cn O
7�
Z m
070
m
4cn
00m
o �
com
z
A
n27.95'
CD
N
J
I
L27
52. 55 55
I
0
0
�n
J Z -;a
om
c�
0 r
'Z
co
m
J
N89°38'34"W
307.81'
Z a,
W co
MU.)
W °p
0
W N
of o
W Z
W�
U)
z
o-
L48
N
co
J
189.83'
S89°36'22"E
L40
DETAIL "A"
(NOT TO SCALE)
5
4.26 ACRES
�V"11
PINE RIDGE
♦
♦ UNPLATTED
sus
rb cA
PINE RIDGE MALL
S' �'sr ♦ INST. NO. 657825
"RMES PELS
"
"RMES 2341 _ S88°25'02"E 261.54' "UNREADABLE"
.—L4
10' TELEPHONE EASEMENTL5 "UNREADABLE"
INST. NO. 680050 �
"UNREADABLE"
FREDDY'S
SUBDIVISION
0.
N INST. NO.
IZ P�\1 A 21517368
m m 2p ONS 6�1q,2 "UNREADABLE" "RMES PELS 2341"
17
3
9.54 ACRES
L40
� 39
N89036'04"W
I�
0-)
U) \� PINE RIDGE
MALL RE -PLAT
INST. NO.
21708589
I
"UNREADABLE" 11 L8
00- L37 L36 J,c
J
306.35' — — — —
"UNREADABLE" L10
I�
J
4
5.87 ACRES "RMES PELS 2143"
PINE RIDGE
MALL RE -PLAT
INST. NO.
25' UTILITY EASEMENT I 21708589
INST. NO. 511516
rl-
CMO
I L
1.4
rn
N
L46 00
I�
L 1,)*) N
J O
U)
N
J
W
z
LU
Q
W
z
O
H
O
J
J
W
"UNREADABLE"
"UNREADABLE"
0 80' 160'
SCALE: 1" = 80'
I FrFNn.
SET 5/8" REBAR WITH PLASTIC
CAP "PLS 19961" (TYP)
• SET 1/2" REBAR WITH PLASTIC
CAP "PLS 19961" (TYP)
O FOUND 5/8" REBAR WITH
PLASTIC CAP AS NOTED
0 FOUND 5/8" REBAR WITH
ALUMINUM CAP AS NOTED
Q FOUND 1/2" REBAR WITH
PLASTIC CAP AS NOTED
F±1 FOUND PK NAIL
■ CHISELED CHEVRON IN
CONCRETE GUTTER
Q CALCULATED POINT; NOTHING SET
cOv FOUND P.L.S.S. CORNER AS NOTED
SUBDIVISION BOUNDARY LINE
LOT LINE
SECTION LINE
SHEET 3
� SHEET 2
, SHEET 4
SHEET 5
SHEET INDEX
(NOT TO SCALE)
SHEET 4 OF 6
2194 Snake River Parkway HORRO CKS
Suite 205
Idaho Falls, Idaho
Main: 208-522-1223 E N G I N E
EASEMENT LINE AS NOTED
ADJACENT PARCEL LINE
SURVEY TIE LINE
W.C.
WITNESS CORNER MONUMENT
INST. NO.
INSTRUMENT NUMBER
1
LOT NUMBER
P.O.B.
POINT OF BEGINNING
P.O.C.
POINT OF COMMENCEMENT
SHEET 3
� SHEET 2
, SHEET 4
SHEET 5
SHEET INDEX
(NOT TO SCALE)
SHEET 4 OF 6
2194 Snake River Parkway HORRO CKS
Suite 205
Idaho Falls, Idaho
Main: 208-522-1223 E N G I N E
GEM PREP SUBDIVISION
�� INST. NO. 21816619 10' POWER EASEMENT
(NOT A PART) I INST 680051
` e ` co
• "w.c. 00
0
tis ° I
W
N53035'2311W �6Q o
390.86' ` s�?•L I o
106` (� O`* ro�a�o8
o�30.62'
SEE NOTES 1 8,2 --__- I ��� h^o
LO
J
J
J
F'INE RIDGE
L48
F_
Z a,
W co
2 U.)
w 00
U o
W N
Q�o
W Z
w
�
�U)
Z
o -
N
5
4.26 ACRES
4
5.87 ACRES
L46
LO
IziJ
L44 I co
J
25' UTILITY EASEMENT
INST. NO. 511516
Ml
co
N
O
I
N89°36'04"W
Line #
0 z LO
W o
262.37'
L1
W J U)
z J z N
10' POWER EASEMENT
O 678708
C
a�
d
(THIS SHEET) Z ------- "UNREADABLE" 332.51' INST. N m
---- 1
� I N89038'25"W 363.13' - -� "UNREADABLE"
"UNREADABLE" ��Q� �� I 20' WATER EASEMENT 22 48'
� INST. NO. 21708589
"UNREADABLE" L12
no 20.18 ACRES �P��° 10' POWER EASEMENT
76 N 106 0p \�0 `^Q INST. NO. 678713 0i �
Q ° PINE RIDGE MALL RE -PLAT Q° N J
6� �I INST. NO. 21708589 QS
(NOT A PART) TlQ�
U N PLATTED �,�°� ?
"RMES PELS 2341"�9s9 /
o �cb
SEIBERT TRACT
INST. NO. 248117 ` ��'�°
00Z�
20 ` W LO
Line Table
Line #
Length
Direction
L1
50.12'
NO°15'46"W
L2
39.50'
S84°07'50"E
L3
10.84'
S89034'1 5"E
L4
4.94'
S0003'55"W
L5
272.19'
N89°37'49"W
L6
87.59'
S46°41'16"E
L7
11.73'
N89'58'1 3"W
L8
159.99'
S89°56'05"E
L9
60.01'
SO°04'00"W
L10
164.80'
N89056'05"W
L11
119.07'
S3039'35"W
L12
29.70'
N89°58'20"W
L13
144.31'
S4'1 8-49"W
L14
71.34'
S82025'1 5"W
L15
60.00'
N90°00'00"W
L16
101.03'
N0001'39"E
L17
316.61'
N52°31'21 "W
L18
24.59'
S45°03'39"W
L19
75.75'
N53°35'40"W
L20
39.19'
N89034'21 "W
L21
55.00'
N89°34'21 "W
L22
99.00'
NO°25'39"E
L23
46.15'
N89034'21 "W
Line Table
Line #
Length
Direction
L24
60.52'
S19°56'20"E
L25
146.57'
S19°33'15"E
L26
115.14'
SO°13'48"W
L27
77.68'
S88°25'34"W
L28
22.14'
N19°02'36"W
L29
122.25'
S89057'07"W
L30
29.86'
N0025'39"E
L31
366.09'
S89°38'27"E
L32
45.76'
NO°27'56"E
L33
87.63'
N45000'39"E
L34
39.61'
N42039'39"E
L35
29.90'
S0004'00"W
L36
164.51'
N89°13'52"W
L37
41.33'
N89013'58"W
L38
25.62'
S0046'02"W
L39
32.46'
N61 °55'49"W
L40
47.22'
N89°38'28"W
L41
1.00'
N0021'23"E
L42
30.11'
SO°04'00"W
L43
39.00'
N0023'56"E
L44
36.00'
N89°36'04"W
L45
96.00'
NO°23'56"E
L46
93.65'
N89°36'04"W
Line Table
Line #
Length
Direction
L47
40.03'
N44034'43"W
L48
346.59'
N89°38'13"W
L49
132.50'
NO°23'56"E
L50
40.16'
N42°38'58"W
L51
39.51'
NO°39'42"E
L52
66.67'
N7015'54"E
L53
107.60'
N0024'1 0"E
L54
35.03'
N36°43'14"E
L55
35.04'
N36024'20"E
7N�,
"RMES "RMES PELS 2341"
PELS 2341"400 Ole
62
OL
"RMES PELS 2341" '00 G$ Goj
Q "NO CAP" 166.64 " RMES PELS 2341" /
'"
I` C70' N82°2515 E
"NO CAP"woo
����po��b°j O� �� L14 "RMES PELS 2341"
P ol � O�
\°�Q`�h / PINE RIDGE MALL RE-PLj
1h° `' Cb � Al INST. NO. 21708589
Qom'."
"NO CAP� CO M
" 1 O
O O
N D
10' X 15' POWER
�P�`Opp J I EASMENT INST.
Curve Table N0.706750
I
"RMES PELS 2341 L15 W. QUINN ROAD
W N
Wo
c�
W
x
W Z
��
O cn
a- Zl
NOTES:
1. FORT HALL IRRIGATION PROJECT HAS A 35 -FOOT WIDE
RIGHT-OF-WAY FOR THE O'LEARY CANAL. NO MODIFICATIONS
OR ENCROACHMENT WITHIN THE LIMITS OF THE UNITED
STATES RIGHT-OF-WAY FOR O'LEARY CANAL WILL BE
ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY THE
BUREAU OF INDIAN AFFAIRS.
2. THE 35 -FOOT RIGHT-OF-WAY WILL ALSO SERVE AS A
DEDICATED EASEMENT TO THE CITY OF CHUBBUCK FOR
ACCESS AND RECREATION CONDITIONAL UPON WRITTEN
APPROVAL FROM THE BUREAU OF INDIAN AFFAIRS.
LL O
O -T
N
``SO az0
wIz
Gl IY Q
FLOOD PLAIN DESIGNATION:
0 80' 160'
SCALE: 1" = 80'
I FrFNn-
SET 5/8" REBAR WITH PLASTIC
CAP "PLS 19961" (TYP)
• SET 1/2" REBAR WITH PLASTIC
CAP "PLS 19961" (TYP)
O FOUND 5/8" REBAR WITH
PLASTIC CAP AS NOTED
0 FOUND 5/8" REBAR WITH
ALUMINUM CAP AS NOTED
O FOUND 1/2" REBAR WITH
PLASTIC CAP AS NOTED
0 FOUND PK NAIL
■ CHISELED CHEVRON IN
CONCRETE GUTTER
Q CALCULATED POINT; NOTHING SET
COQ FOUND P.L.S.S. CORNER AS NOTED
SUBDIVISION BOUNDARY LINE
LOT LINE
SECTION LINE
EASEMENT LINE AS NOTED
ADJACENT PARCEL LINE
SURVEY TIE LINE
W.C. WITNESS CORNER MONUMENT
INST. NO. INSTRUMENT NUMBER
1 LOT NUMBER
P.O.B. POINT OF BEGINNING
P.O.C. POINT OF COMMENCEMENT
PROPERTY IS LOCATED IN ZONE X PER FIRM PANELS
16005CO236D AND 16005CO237D WITH AN EFFECTIVE DATE OF
7/6/2009.
RESTRICTIVE COVENANTS
RECORDED AS INSTRUMENT NO.
SHEET INDEX
(NOT TO SCALE)
SHEET 5 OF 6
2194 Snake River Parkway HORRO CKS
Suite 205
Idaho Falls, Idaho
Main: 208-522-1223 E N G I N E
Curve #
Length
Radius
Delta
Chord Direction
Chord Length
C1
536.66'
365.00'
84°14'31"
N48°19'29"E
489.61'
C2
101.06'
140.00'
41 °21'34"
S26°00'29"E
98.88'
C3
391.63'
340.00'
65°59'47"
S49°25'21 "W
370.34'
C4
510.51'
325.00'
90°00'01"
S45°25'39"W
459.62'
C5
31.42'
20.00'
90°00'42"
S44°34'42"E
28.29'
C6
28.08'
30.00'
53°37'44"
N26°27'25"W
27.07'
C7
78.64'
100.00'
45°03'27"
S75°03'04"E
76.63'
C8
183.54'
300.00'
35°03'15"
N64°53'38"E
180.69'
C9
208.03'
340.00'
35003'25"
S64°53'32"W
204.80'
C10
183.60'
340.00'
30°56'22"
S31 °53'39"W
181.38'
"RMES PELS 2341 L15 W. QUINN ROAD
W N
Wo
c�
W
x
W Z
��
O cn
a- Zl
NOTES:
1. FORT HALL IRRIGATION PROJECT HAS A 35 -FOOT WIDE
RIGHT-OF-WAY FOR THE O'LEARY CANAL. NO MODIFICATIONS
OR ENCROACHMENT WITHIN THE LIMITS OF THE UNITED
STATES RIGHT-OF-WAY FOR O'LEARY CANAL WILL BE
ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY THE
BUREAU OF INDIAN AFFAIRS.
2. THE 35 -FOOT RIGHT-OF-WAY WILL ALSO SERVE AS A
DEDICATED EASEMENT TO THE CITY OF CHUBBUCK FOR
ACCESS AND RECREATION CONDITIONAL UPON WRITTEN
APPROVAL FROM THE BUREAU OF INDIAN AFFAIRS.
LL O
O -T
N
``SO az0
wIz
Gl IY Q
FLOOD PLAIN DESIGNATION:
0 80' 160'
SCALE: 1" = 80'
I FrFNn-
SET 5/8" REBAR WITH PLASTIC
CAP "PLS 19961" (TYP)
• SET 1/2" REBAR WITH PLASTIC
CAP "PLS 19961" (TYP)
O FOUND 5/8" REBAR WITH
PLASTIC CAP AS NOTED
0 FOUND 5/8" REBAR WITH
ALUMINUM CAP AS NOTED
O FOUND 1/2" REBAR WITH
PLASTIC CAP AS NOTED
0 FOUND PK NAIL
■ CHISELED CHEVRON IN
CONCRETE GUTTER
Q CALCULATED POINT; NOTHING SET
COQ FOUND P.L.S.S. CORNER AS NOTED
SUBDIVISION BOUNDARY LINE
LOT LINE
SECTION LINE
EASEMENT LINE AS NOTED
ADJACENT PARCEL LINE
SURVEY TIE LINE
W.C. WITNESS CORNER MONUMENT
INST. NO. INSTRUMENT NUMBER
1 LOT NUMBER
P.O.B. POINT OF BEGINNING
P.O.C. POINT OF COMMENCEMENT
PROPERTY IS LOCATED IN ZONE X PER FIRM PANELS
16005CO236D AND 16005CO237D WITH AN EFFECTIVE DATE OF
7/6/2009.
RESTRICTIVE COVENANTS
RECORDED AS INSTRUMENT NO.
SHEET INDEX
(NOT TO SCALE)
SHEET 5 OF 6
2194 Snake River Parkway HORRO CKS
Suite 205
Idaho Falls, Idaho
Main: 208-522-1223 E N G I N E
DE VEL OPMEN T A GREEMEN T
THE CITY OF CHUBBUCK DEVELOPMENT AGREEMENT RECORDED AS INST.
NO. ARE NEARBY MADE A PART OF THIS PLAT.
COUNTY SURVEYOR'S CER TIFI CA TE
I, , A REGISTERED LAND SURVEYOR IN AND FOR
BANNOCK COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE CHECKED THIS
PLAT AND COMPUTATIONS SHOWN HEREON, AND HAVE DETERMINED THAT THE
REQUIREMENT OF IDAHO CODE 50-1305 HAVE BEEN MET, AND I APPROVE THE
SAME FOR FILING THIS DAY OF 120
PLS.NO
BANNOCK COUNTY SURVEYOR
HEA L TH CER TIFI CA TE
SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13
HAVE BEEN SATISFIED BASED ON DEPARTMENT OF ENVIRONMENTAL QUALITY
REVIEW AND APPROVAL FOR DESIGN PLANS AND SPECIFICATIONS AND THE
CONDITIONS IMPOSED ON THE DEVELOPER FOR CONTINUED SATISFACTION OF
SANITARY RESTRICTIONS. WATER AND SEWER LINE HAVE BEEN COMPLETED
AND SERVICES CERTIFIED AS AVAILABLE. SANITARY RESTRICTIONS MAY BE
REIMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE
ISSUANCE OF A CERTIFICATE OF DISAPPROVAL.
DATE: HEALTH DISTRICT SIGNATURE:
Cl TY OF CHUBBUCK
THE PLAT ON WHICH THIS CERTIFICATION APPEARS HAS BEEN APPROVED AND THE
DEDICATION ARE HEREBY ACCEPTED BY THE CITY OF
CHUBBUCK, IDAHO, THIS
KEVIN ENGLAND, MAYOR
DAY OF
20
JOEY BOWERS, CITY CLERK
BRIDGER MORRISION P.E., CITY ENGINEER
COUNTY TREASURER'S CER TIFCA TE
PURSUANT TO 50-1308, IDAHO CODE. I, JENNIFER CLARK, DO HEREBY CERTIFY
THAT ALL COUNTY PROPERTY TAXES DUE ON THE PROPERTY BEING
SUBDIVIDED, BOTH DELINQUENT AND CURRENT, HAVE BEEN PAID IN FULL.
THROUGH
JENNIFER CLARK, COUNTY TREASURER DATE
SURVEYOR'S CER TI FI CA TE
I, SEAN M. BOGGS , A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF
IDAHO, DO HEREBY CERTIFY THAT THE SURVEY OF THIS SUBDIVISION, DESIGNATED
AS PINE RIDGE, WAS PREPARED FROM AN ACTUAL SURVEY MADE ON THE GROUND
UNDER MY DIRECT SUPERVISION, AND IS IN CONFORMITY WITH IDAHO CODE
RELATING TO CONDOMINIUMS, PLATS & SURVEYS, AND THE CORNER
PERPETUATION & FILING ACT, I C §55-1601 THROUGH §55-1613.
x,60 LA
O
a o
z
�a
IRRIGATION WA TER RIGHTS RELEASE
LANDS WITHIN THIS PLAT ARE NOT ENTITLED TO IRRIGATION WATER SUPPLIED BY
FORT HALL IRRIGATION PROJECT, NOR ANY OTHER IRRIGATION DISTRICT, AND
THE REQUIREMENTS OF IDAHO CODE 31-3805 ARE NOT APPLICABLE.
PINE RIDGE
BOUNDARY DESCRIPTION
A PARCEL OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 10,
TOWNSHIP 6 SOUTH, RANGE 34 EAST, BOISE MERIDIAN, BANNOCK COUNTY, IDAHO, MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SECTION 10, THENCE ALONG THE
WEST LINE OF SAID SECTION N 00°15'13" W 1380.10 FEET, THENCE S 89°59'33" E 39.83 FEET
TO A POINT ON THE EASTERLY RIGHT-OF-WAY OF HAWTHORNE ROAD, BEING THE TRUE
POINT OF BEGINNING; THENCE CONTINUING S 89°59'33" E 901.85 FEET; N 00°01'02" E 539.50
FEET; THENCE S 84°07'50" E 39.50 FEET TO A NON -TANGENT CURVE TO THE RIGHT;
THENCE ALONG SAID CURVE AN ARC -LENGTH OF 536.66 FEET (RADIUS=365.00',
DELTA=84°14'31", CHORD=N 48°19'29" E 489.61'); THENCE S 89°34'15" E 10.84 FEET;
THENCE N 00°01'45" W 237.36 FEET;THENCE S 80°25'45" E 212.45 FEET; THENCE S 37°54'20" E
828.05 FEET; THENCE S 45°39'58" E 338.52 FEET; THENCE S 88°25'02" E 261.54 FEET; THENCE
S 00°03'55" W 4.94 FEET; THENCE N 89°37'49" W 272.19 FEET; THENCE S 46°41'16" E 87.59
FEET TO A NON -TANGENT CURVE TO THE RIGHT; THENCE ALONG SAID CURVE AN
ARC -LENGTH OF 101.06 FEET (RADIUS=140.00', DELTA=41°21'34", CHORD=S 26°00'29" E
98.88'); THENCE N 89°58'13" W 11.73 FEET; THENCE S 04°17'55" W 234.93 FEET; THENCE S
89°56'05" E 159.99 FEET; THENCE S 00°04'00" W 60.01 FEET; THENCE N 89°56'05" W 164.80
FEET; THENCE S 03°39'35" W 119.07 FEET; THENCE S 00°29'18" W 357.01 FEET; THENCE
N 89°58'20" W 29.70 FEET; THENCE S 04°18'49" W 144.31 FEET TO A NON -TANGENT CURVE TO
THE RIGHT; THENCE ALONG SAID CURVE AN ARC -LENGTH OF 391.63 FEET (RADIUS=340.00';
DELTA=65°59'47", CHORD=S 49°25'21" W 370.34'); THENCE S 82°25'15" W 71.34 FEET; THENCE
S 00°01'39" W 200.60 FEET; THENCE N 90°00'00" W 60.00 FEET; THENCE N 00°01'39" E 101.03
FEET; THENCE N 52°31'21" W 316.61 FEET; THENCE S 45°03'39" W 24.59 FEET; THENCE
N 53°16'46" W 763.55 FEET; THENCE N 53°35'40" W 75.75 FEET; THENCE N 53°35'23" W 390.86
FEET; THENCE N 00°14'25" W 291.33 FEET; THENCE N 89°59'33" W 619.15 FEET TO A POINT
ON THE EASTERLY RIGHT-OF-WAY OF HAWTHORNE ROAD; THENCE N 00°15'46" W 50.00
FEET ALONG SAID RIGHT-OF-WAY TO THE TRUE POINT OF BEGINNING. SAID PARCEL
CONTAINS 58.548 ACRES MORE OR LESS. REMAINDER OF PARCEL, LESS EXCEPTIONS,
CONTAINS 41.271 ACRES MORE OR LESS.
EXCEPTING THEREFROM:
A PARCEL OF LAND COMMENCING AT THE SOUTHWEST CORNER OF SECTION 10,
THENCE ALONG THE WEST LINE OF SAID SECTION N 00°15'13" W 1380.10 FEET, THENCE
S 89°59'33" E 39.83 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY OF HAWTHORNE
ROAD, THENCE CONTINUING S 89°59'32" E 901.85 FEET, THENCE N 0°01'02" E 539.50 FEET,
THENCE S 84°07'50" E 39.50 FEET TO A NON -TANGENT CURVE TO THE RIGHT, THENCE
ALONG SAID CURVE AN ARC -LENGTH OF 536.66 FEET (RADIUS=365.00', DELTA=84°14'31",
CHORD=N 48°19'29" E 489.61'), THENCE S 89°34'15" E 10.84 FEET, THENCE S 34°33'56" E 48.87
FEET TO A POINT, BEING THE TRUE POINT OF BEGINNING; THENCE S 0°25'39" W 392.92
FEET; THENCE S 89°34'21" E 55.00 FEET; THENCE S 0°25'39" W 99.00 FEET; THENCE
S 89°34'21" E 46.15 FEET; THENCE S 0°25'39" W 418.47 FEET; THENCE N 89°34'21" W 445.34
FEET TO A TANGENT CURVE TO THE RIGHT; THENCE ALONG SAID CURVE AN ARC -LENGTH
OF 31.42 FEET (RADIUS=20.00', DELTA=90°00'42", CHORD=N 44°34'42" W 28.29'); THENCE N
0°25'39" E 565.39 FEET TO A TANGENT CURVE TO THE RIGHT; THENCE ALONG SAID CURVE
AN ARC -LENGTH OF 510.51 FEET (RADIUS=325.00', DELTA=90°00'01", CHORD=N 45°25'39" E
459.62'); THENCE S 89°34'21" E 39.19 FEET TO THE TRUE POINT OF BEGINNING. SAID
PARCEL CONTAINS 8.186 ACRES MORE OR LESS.
ALSO EXCEPTING THEREFROM:
A PARCEL OF LAND COMMENCING AT THE SOUTHWEST CORNER OF SECTION 10,
THENCE ALONG THE WEST LINE OF SAID SECTION N 00°15'13" W 1380.10 FEET, THENCE
S 89°59'33" E 39.83 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY OF HAWTHORNE
ROAD, THENCE CONTINUING S 89°59'32" E 901.85 FEET, THENCE S 0°01'02" W 172.65 FEET,
THENCE N 90°00'00" E 72.64 FEET TO A POINT, BEING THE TRUE POINT OF BEGINNING;
THENCE CONTINUING N 90°00'00" E 325.16 FEET; THENCE S 19°56'20" E 60.52 FEET; THENCE
N 70°26'38" E 264.17 FEET; THENCE S 19°33'15" E 146.57 FEET; THENCE S 0°13'48" W 115.14
FEET; THENCE S 88°25'34" W 77.68 FEET; THENCE S 70°28'42" W 243.77 FEET; THENCE S
0°00'00" E 281.34 FEET; THENCE N 53°16'46" W 406.52 FEET TO A TANGENT CURVE TO THE
RIGHT; THENCE ALONG SAID CURVE AN ARCH -LENGTH OF 28.08 FEET (RADIUS=30.00',
DELTA=53°37'44", CHORD=N 26°27'25" W 27.07'); THENCE N 0°21'27" E 319.37 FEET TO THE
TRUE POINT OF BEGINNING. SAID PARCEL CONTAINS 5.231 ACRES MORE OR LESS.
ALSO EXCEPTING THEREFROM:
A PARCEL OF LAND COMMENCING AT THE SOUTHWEST CORNER OF SECTION 10,
THENCE ALONG THE WEST LINE OF SAID SECTION N 00°15'13" W 1380.10 FEET, THENCE
S 89°59'33" E 39.83 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY OF HAWTHORNE
ROAD, THENCE S 0°24'56" E 50.12 FEET, THENCE S 89°59'33" E 619.15 FEET, THENCE S
0°14'25" E 291.33 FEET, THENCE S 53°35'23" E 390.86 FEET, THENCE S 53°35'40" E 75.75 FEET,
THENCE S 53°16'46" E 763.55 FEET, THENCE N 45°03'39" E 24.59 FEET, THENCE S 52°31'21" E
316.61 FEET, THENCE S 0°01'39" W 101.03 FEET, THENCE N 90°00'00" E 60.00 FEET, THENCE
N 0°01'39" E 200.60 FEET, THENCE N 82°25'15" E 71.34 FEET TO A TANGENT CURVE TO THE
LEFT, THENCE ALONG SAID CURVE AN ARC -LENGTH OF 209.50 FEET (RADIUS=340.14',
DELTA=35°17'25", CHORD=N 64°45'38" E 206.21'), THENCE N 44°45'44" W 40.16 FEET TO A
POINT, BEING THE TRUE POINT OF BEGINNING; THENCE N 44°45'44" W 395.91 FEET; THENCE
N 89°38'25" W 363.13 FEET; THENCE S 0°21'53" W 178.11 FEET; THENCE S 52°31'21" E 302.67
FEET TO A TANGENT CURVE TO THE LEFT; THENCE ALONG SAID CURVE AN ARC -LENGTH
OF 78.64 FEET (RADIUS=100.00', DELTA=45°03'27", CHORD=S 75°03'04" E 76.63'); THENCE N
82°25'15" E 166.64 FEET TO A TANGENT CURVE TO THE LEFT; THENCE ALONG SAID CURVE
AN ARC -LENGTH OF 183.55 FEET (RADIUS=300.00', DELTA=35°03'20", CHORD=N 64°45'38" E
206.21') TO THE TRUE POINT OF BEGINNING.
SAID PARCEL CONTAINS 3.860 ACRES MORE OR LESS.
SUR VE Y NA RRA TI VE
THE PURPOSE OF THIS SURVEY IS TO RE -PLAT PORTIONS OF LOTS 1 AND 10 BLOCK 1 OF
PINE RIDGE MALL RE -PLAT INSTR. NO. 21708589 AND LOT 1 BLOCK 1 OF PR 2 SUBDIVISION
INSTR. NO. 21615305 AND TO DIVIDE SAID PORTIONS INTO LOTS AND BLOCKS AS SHOWN
HEREON. THE EXTERIOR BOUNDARY WAS RESOLVED BY MATCHING RECORD BEARINGS
AND DISTANCES TO FOUND MONUMENTS AS NOTED ON THE ABOVE NAMED PLATS.
EXCEPTIONS WITHIN THE BOUNDARY WERE ALSO RESOLVED BY MATCHING RECORD
BEARINGS AND DISTANCES TO FOUND MONUMENTS.
FORT HALL IRRI GA TION PROJECT ACCEPTANCE
FORT HALL IRRIGATION PROJECT HAS REVIEWED THE PLAT AND ACCEPTED THE EASEMENTS AS SHOWN.
SIGNATURE
0 WNER'S CER TIFI CA TE
DATE
KNOW ALL MEN BY THESE PRESENTS: THAT THE UNDERSIGNED OWNER OF THE TRACT OF LAND DESCRIBED IN
THE BOUNDARY DESCRIPTION, HAVE CAUSED THE SAME TO BE SUBDIVIDED INTO BLOCK, LOTS AND STREET TO BE
HEREAFTER KNOWN AS PINE RIDGE. I, THE OWNER, INTEND TO INCLUDE ALL OF THE LAND DESCRIBED IN THE
BOUNDARY DESCRIPTION IN THIS PLAT. THE LOCATION AND DIMENSIONS OF THE BLOCK, LOTS AND STREET ARE
TO BE AS SHOWN ON THE ACCOMPANYING MAP OF THE PROPERTY. ALL STREET, WATER, SEWER, IRRIGATION AND
STORM WATER DETENTION FACILITIES LYING WITHIN THE STREET RIGHT-OF-WAY, ARE DEDICATED TO THE PUBLIC
FOR PUBLIC USE, UNLESS OTHERWISE INDICATED, AND THE EASEMENTS FOR PUBLIC UTILITIES ARE DEDICATED
TO THE PUBLIC FOR THE INSTALLATION, OPERATION, MAINTENANCE AND USE OF PUBLIC UTILITY SERVICES. THE
RIGHT TO USE ALL DEPICTED EASEMENTS IS RESERVED FOR SUCH PUBLIC USE FOR UTILITIES, AND FOR OTHER
PUBLIC PURPOSES, INCLUDING BUT NOT LIMITED TO, POSTAL DELIVERY BOXES. NO STRUCTURES, OTHER THAN
THOSE REQUIRED FOR SUCH PUBLIC UTILITY PURPOSES, ARE TO BE ERECTED OR PLACED WITHIN SAID
EASEMENTS. ALL SUCH AREAS ARE HEREBY CONVEYED OR RESERVED TO THE PUBLIC IN PERPETUITY. THE
PUBLIC MAY HAVE ACCESS TO SUCH AREAS, SUBJECT TO MUNICIPAL REGULATION. THE RESPONSIBILITY TO
MAINTAIN THE PROPERTY DEDICATED, EXCEPT AS NOTED, SHALL PASS TO THE PUBLIC BODY HAVING
JURISDICTION WHEN SUCH DEDICATION HAS BEEN ACCEPTED. THE RESPONSIBILITY TO MAINTAIN THE SURFACE
AREA OF PROPERTY OVER WHICH AN EASEMENT LIES SHALL REMAIN WITH THE OWNER AND OWNER'S
SUCCESSOR IN INTEREST. THE RESPONSIBILITY TO MAINTAIN STORM WATER DETENTION FACILITIES, WHETHER
LYING IN AN EASEMENT OR LYING WITHIN A DEDICATED RIGHT-OF-WAY, SHALL BELONG TO THE OWNER OF THE
PROPERTY BENEFITED BY THE DETENTION OF STORM WATER DETENTION FACILITY UNLESS SUCH FACILITY
SERVES MULTIPLE PROPERTIES AS NOTED ON THE PLAT.
THIS PLAT IS GOVERNED BY THE MUNICIPAL CODE OF THE CITY OF CHUBBUCK, WHICH PROVIDES THAT A FINAL
PLAT SHALL CONSTITUTE A DEDICATION; HOWEVER, APPROVAL OF THE FINAL PLAT SHALL NOT CONSTITUTE THE
CITY'S ACCEPTANCE OF THE DEDICATION. SUCH ACCEPTANCE SHALL BECOME EFFECTIVE ONLY UPON THE
EXECUTION BY THE MAYOR OF A SEPARATE INSTRUMENT FOR THAT PURPOSE AFTER THE CITY COUNCIL HAS
FOUND THAT ALL STRUCTURES AND IMPROVEMENT RELATING TO THE DEDICATION PROPERTY HAVE BEEN
COMPLETED AND HAVE BEEN APPROVED UPON INSPECTION BY THE CITY. DEDICATION IS NOT BINDING UPON THE
CITY UNTIL ACCEPTED.
SIMONCRE PROSPECTOR LLC, AN ARIZONA LIMITED LIABILITY COMPANY
JOSHUA SIMON (MANAGER)
SIMONCRE PROSPECTOR, LLC
COON TY RECORDER' CER TIFI CA TE
I, HEREBY CERTIFY THAT THE FOREGOING PLAT OF THE
WAS FILED IN THE OFFICE OF THE RECORDER OF
BANNOCK COUNTY, IDAHO ON THE DAY OF
20 AT
INSTRUMENT NO.
AND RECORDED AS
COUNTY RECORDER
CUL INA R Y WA TER
THIS SUBDIVISION IS ELIGIBLE TO RECEIVE WATER FROM THE EXISTING CITY OF
CHUBBUCK MUNICIPAL WATER SYSTEM.
A CKNO WLEDGMEN T
STATE OF IDAHO, COUNTY OF BANNOCK
ON THIS DAY OF , IN THE YEAR 20 _, BEFORE ME
, A NOTARY PUBLIC, PERSONALLY APPEARED KNOWN
OR IDENTIFIED TO ME, TO BE A MANAGING MEMBER OF THE LIMITED LIABILITY COMPANY THAT
EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY COMPANY AND
ACKNOWLEDGED TO ME THAT SUCH LIMITED LIABILITY COMPANY EXECUTED THE SAME.
NOTARY PUBLIC
RESIDING IN BANNOCK COUNTY, STATE OF IDAHO.
MY COMMISSION EXPIRES DAY OF 20
SHEET 6 OF 6
2194 Snake River Parkway HORROCKS
Suite 205
Idaho Falls, Idaho
Main- 208-522-1223 E N G I