HomeMy WebLinkAboutItem #1 Pine Ridge Short Plat/ao'�C\
CHUBBUCK
1 0 111 H 0
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: January 15, 2025
Re: Short Plat for Pine Ridge
Applicant: Christina LeTourneau - SimonCRE
6900 E. 2nd St.
Scottsdale, AZ 85251
Professional Services: Reeve & Associates, Inc.
5160 S 1500 W
Riverdale, UT 84405
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 was previously approved by City Council on
March 15, 2023 and is being presented back to City Council as some of the lot lines have
changed due to meeting prospective owner/tenant needs. 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:
0 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.
o A successful execution of a development agreement. If staff and developer
are unable to reach a consensus of the requirements for construction
through the development agreement, staff will bring items of
disagreement before the City Council for a final decision.
Attachments:
1. Proposed Findings of Fact and Conclusions of Law
2. Short Plat for Pine Ridge
L
CHUBBUCK
290 E. Linden Avenue, Chubbuck, ID 83202
208.237.2430
www.CityofChubbuck.us
/6470-t-\
CHUBBUCK
1 0 0 H 0
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:
Christina LeTourneau — SimonCRE
6900 E. 2nd St.
Scottsdale, AZ 85251
PROFESSIONAL SERVICES:
Reeve & Associates, Inc.
5160 S 1500 W
Riverdale, UT 84405
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
RECENT TRAFFIC COUNTS:
2018: Quinn Rd at PR Mall Entrance,11374/day
2024: Hawthorne Rd. at PR Mall Entrance, 9968/day
NORTH: Commercial; General Commercial (C-2)
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 2024-04, 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 February 5, 2025 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):
1940't-\
CHUBBUCK
I D A H D
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.
d. A successful execution of a development agreement. If staff and developer are unable
to reach a consensus of the requirements for construction through the development
agreement, staff will bring items of disagreement before the City Council for a final
decision.
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
194�0t\
CHUBBUCK
I D A H D
290 E Linden Avenue, Chubbuck, ID 83202
208.237.2430
www.CityofChubbuck.us
Final Plat Approval Form- FFCL
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.
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
/944'C-\
CHUBBUCK
I D A H D
Kevin B. England, Mayor
ATTEST:
Joey Bowers, Clerk
290 E Linden Avenue, Chubbuck, ID 83202
208.237.2430
www.CityofChubbuck.us
SHEET 1 OF 6
BEING A PARTIAL RE -PLAT OF LOTS 19
SUBDIVISION LOCATED IN THE SOUTHWEST
BOUNDARY DESCRIPTION
BEING A PARTIAL RE -PLAT OF LOTS 1, 2 AND 10 OF THE PINE RIDGE MALL
RE -PLAT AND A PARTIAL RE -PLAT OF THE PR 2 SUBDIVISION LOCATED IN
THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 6 SOUTH, RANGE 34
EAST OF THE BOISE MERIDIAN, CITY OF CHUBBUCK, BANNOCK COUNTY,
IDAHO. MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE EASTERLY RIGHT OF WAY OF HAWTHORNE
ROAD, POINT BEING 1330.69 FEET NORTH 01'27'23" EAST FROM THE
SOUTHWEST CORNER OF SAID SECTION 10; THENCE NORTH 00'15'46" WEST
50.00 FEET; THENCE SOUTH 89'59'33" EAST 901.85 FEET; THENCE
NORTH 00'01'02" EAST 539.50 FEET; THENCE SOUTH 84'07'50" EAST 39.50
FEET; THENCE ALONG A NON -TANGENT CURVE TURNING TO THE RIGHT WITH
A RADIUS OF 365.00 FEET, AN ARC LENGTH OF 536.66 FEET, A DELTA
ANGLE OF 84° 14'31 ", A CHORD BEARING OF NORTH 48-18'29" EAST, AND A
CHORD LENGTH OF 489.61 FEET; THENCE SOUTH 89'34' 15" EAST 10.84
FEET; THENCE NORTH 00'01'45" WEST 237.36 FEET; THENCE
SOUTH 80'25'45" EAST 212.45 FEET; THENCE SOUTH 37'54'20" EAST
828.05 FEET; THENCE SOUTH 45'39'58" EAST 338.52 FEET; THENCE
SOUTH 88°25'02" EAST 261.54 FEET; THENCE SOUTH 00°03'55" WEST 4.94
FEET; THENCE NORTH 89'37'49" WEST 272.19 FEET; THENCE
SOUTH 46°41'16" EAST 87.59 FEET; THENCE ALONG A TANGENT CURVE
TURNING TO THE RIGHT WITH A RADIUS OF 140.00 FEET, AN ARC LENGTH
OF 101.06 FEET, A DELTA ANGLE OF 41'21'36", A CHORD BEARING OF
SOUTH 26°00'28" EAST, AND A CHORD LENGTH OF 98.88 FEET; THENCE
NORTH 89'58'13" WEST 11.73 FEET; THENCE SOUTH 04'17'55" WEST 234.93
FEET; THENCE SOUTH 89'56'05" EAST 159.99 FEET; THENCE
SOUTH 00°04'00" WEST 60.01 FEET; THENCE NORTH 89°56'05" WEST 164.80
FEET; THENCE SOUTH 03'39'35" WEST 119.07 FEET; THENCE
SOUTH 00°29'18" WEST 357.01 FEET; THENCE NORTH 89°58'20" WEST 29.70
FEET; THENCE SOUTH 04'18'49" WEST 144.31 FEET; THENCE ALONG A
NON -TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 340.00
FEET, AN ARC LENGTH OF 391.63 FEET, A DELTA ANGLE OF 65°59'47", A
CHORD BEARING OF SOUTH 49'25'21" WEST, AND A CHORD LENGTH OF
370.34 FEET; THENCE SOUTH 82'25'15" WEST 71.34 FEET; THENCE
SOUTH 00°01'39" WEST 200.60 FEET TO THE NORTHERLY RIGHT OF WAY
LINE OF QUINN ROAD; THENCE WEST 60.00 FEET ALONG SAID NORTHERLY
LINE; THENCE NORTH 00'01'39" EAST 101.03 FEET; THENCE
NORTH 52°31'21" WEST 316.61 FEET; THENCE SOUTH 45°03'39" WEST 24.59
FEET; THENCE NORTH 53'16'46" WEST 763.55 FEET; THENCE
NORTH 53°35'40" WEST 75.75 FEET; THENCE NORTH 53°35'23" WEST 390.86
FEET; THENCE NORTH 00'14'52" WEST 291.33 FEET; THENCE
NORTH 89'59'33" WEST 619.15 FEET TO THE POINT OF BEGINNING.
CONTAINING 2,550,128 SQUARE FEET OR 58.543 ACRES MORE OR LESS.
REMAINDER OF PARCEL, LESS EXCEPTIONS, CONTAINING 1,797,547 SQUARE
FEET OR 41.266 ACRES.
CULINARY WATER
THIS SUBDIVISION IS ELIGIBLE TO RECEIVE
WATER FROM THE EXISTING CITY OF
CHUBBUCK MUNICIPAL WATER SYSTEM.
IRRIGATION WATER
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.
EXCEPTING THEREFROM:
Reeve & Associates, Inc. - Solutions You Can Build On
PINE RIDGE
2 AND 10 OF THE PINE RIDGE MALL RE -PLAT AND A PARTIAL RE -PLAT OF THE
QUARTER OF SECTION 10, TOWNSHIP 6 SOUTH, RANGE 34 EAST OF THE BOISE
CITY OF CHUBBUCK, BANNOCK COUNTY, IDAHO
JANUARY, 2025
PARCEL OF LAND BEGINNING AT A POINT BEING 1473.15 FEET SOUTH
89'58'21" EAST AND 1290.55 FEET NORTH 00°01'35" EAST FROM THE
SOUTHWEST CORNER OF SAID SECTION 10; THENCE
NORTH 89.34'21 " WEST 445.34 FEET; THENCE ALONG A TANGENT
CURVE TURNING TO THE RIGHT WITH A RADIUS OF 20.00 FEET, AN ARC
LENGTH OF 31.41 FEET, A DELTA ANGLE OF 89.58'58", A CHORD
BEARING OF NORTH 44°34'21 " WEST, AND A CHORD LENGTH OF 28.28
FEET; THENCE NORTH 00'25'39" EAST 565.39 FEET; THENCE ALONG A
TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 325.00
FEET, AN ARC LENGTH OF 510.51 FEET, A DELTA ANGLE OF 90°00'00",
A CHORD BEARING OF NORTH 45'25'39" EAST, AND A CHORD LENGTH
OF 459.62 FEET; THENCE SOUTH 89°34'21 " EAST 39.19 FEET; THENCE
SOUTH 00.25'39" WEST 392.92 FEET; THENCE SOUTH 89.34'21 " EAST
55.00 FEET; THENCE SOUTH 00.25'39" WEST 99.00 FEET; THENCE
SOUTH 89°34'21 " EAST 46.15 FEET; THENCE SOUTH 00'25'41 " WEST
418.47 FEET TO THE POINT OF BEGINNING.
CONTAINING 356,573 SQUARE FEET OR 8.186 ACRES.
ALSO EXCEPTING THEREFROM:
A PARCEL OF LAND BEGINNING AT A POINT BEING 1343.58 FEET SOUTH
89'58'21" EAST AND 621.48 FEET NORTH 00.01'39" EAST FROM THE
SOUTHWEST CORNER OF SAID SECTION 10; THENCE
NORTH 53°16'46" WEST 406.52 FEET; THENCE ALONG A TANGENT
CURVE TURNING TO THE RIGHT WITH A RADIUS OF 30.00 FEET, AN ARC
LENGTH OF 28.08 FEET, A DELTA ANGLE OF 53'38'13", A CHORD
BEARING OF NORTH 26°27'40" WEST, AND A CHORD LENGTH OF 27.07
FEET; THENCE NORTH 00'21'27" EAST 319.36 FEET; THENCE EAST
325.16 FEET; THENCE SOUTH 19'56'20" EAST 60.52 FEET; THENCE
NORTH 70°26'38" EAST 264.17 FEET; THENCE SOUTH 19°33'15" EAST
146.57 FEET; THENCE SOUTH 00.13'48" WEST 115.14 FEET; THENCE
SOUTH 88°25'34" WEST 77.68 FEET; THENCE SOUTH 70°28'42" WEST
243.77 FEET; THENCE SOUTH 281.34 FEET TO THE POINT OF
BEGINNING.
CONTAINING 227,881 SQUARE FEET OR 5.231 ACRES.
ALSO EXCEPTING THEREFROM:
A PARCEL OF LAND BEING 2199.40 FEET SOUTH 89.58'21 " EAST AND
356.44 FEET NORTH 00°01'39" EAST FROM THE SOUTHWEST CORNER
OF SAID SECTION 10; THENCE ALONG A NON -TANGENT CURVE TURNING
TO THE RIGHT WITH A RADIUS OF 300.00 FEET, AN ARC LENGTH OF
183.55 FEET, A DELTA ANGLE OF 35.03'20", A CHORD BEARING OF
SOUTH 64.53'35" WEST, AND A CHORD LENGTH OF 180.70 FEET;
THENCE SOUTH 82°25'15" WEST 166.64 FEET; THENCE ALONG A
TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 100.00
FEET, AN ARC LENGTH OF 78.64 FEET, A DELTA ANGLE OF 45-03'21",
A CHORD BEARING OF NORTH 75'03'04" WEST, AND A CHORD LENGTH
OF 76.63 FEET; THENCE NORTH 52.31'21" WEST 302.67 FEET; THENCE
NORTH 00°21'53" EAST 178.12 FEET; THENCE SOUTH 89°38'25" EAST
363.13 FEET; THENCE SOUTH 44.45'44" EAST 395.91 FEET TO THE
POINT OF BEGINNING. CONTAINING 168,131 SQUARE FEET OR 3.860
ACRES.
CURVE TABLE
CURVE
RADIUS ARC LTH
CHID LTH
CHID BEARING
DELTA
C1
365.00' 536.66'
489.61'
N48°18'29"E
84°14'31"
C2
140.00 101.06
98.88
S26°00'2 8 E
41 °21 36
C3
340.00' 391.63'
370.34'
S49°25'21 "W
65°59'47"
C4
325.00' 510.51'
459.62'
N45'25'39"E
90°00'00"
C5
20.00 31.41
28.28
N44-34'21 W
89-58'58"
C6
30.00' 28.08'
27.07'
N26'27'40"W
53°38' 13"
C7
300.001183.55'
180.70'
S64°53'35"W
35°03'20"
C8
100.00178.64'
76.63
N75'03 04 W
45-03'21
C9
340.00' 183.60'
181.38'
S31 °53'38"W
30°56'22"
C10
340.00'1208.03'
204.80'
S64°53'32"W
35°03'26"
LINE TABLE
#
BEARING
DISTANCE
L1
N00° 15'46"W
50.00'
L2
S84 -07'50"E
39.50
L3
S89°34' 15"E
10.84'
L4
SOO°03'55"W
4.94'
L5
S46°41'16"E
87.59'
L6
N89°58' 13"W
W. QUINN RD.
L7
S89°56 05 E
-11.73'
159.99
L8
S00°04'00"W
60.01'
L9
N89°56'05"W
164.80'
L10
N89°58'20"W
29.70'
L11
SO4°18'49"W
144.31'
L12
S82'25'1 5 W
71.34
L13
S00°01'39"W
200.60'
L14
WEST
60.00'
L15
N00°01'39"E
101.03'
L16
S45°03'39"W
24.59'
L17
N53°35 40 W
75.75
L18
S88°25'34"W
77.68'
L19
S89'34'21 E
39.19
L20
N00°46'02"E
20.78'
L21
S89°13'58"E
36.50'
L22
S89° 13'52"E
164.51
L23
S00°04'00"W
30.00'
L24
S00°04 00 W
30.00
L25
S00°23'56"W
127.72'
L26
SOO°24' 10"W
112.27'
L27
S07° 15'54"W
66.67
L28
S00°39'42"W
39.62'
L29
N89°38 25 W
30.50
L30
I S49°17'54"E
42.17'
L31
I N45°00'00"E
54.08'
CHUBBUCK RD.
COUNTY R ECORD ERS9 CERTIFICATE
CITY OF CHUBBUCK
w
>a
KUNZ
w
THE PLAT ON WHICH THIS CERTIFICATION APPEARS HAVE BEEN
z
THE CITY OF CHUBBUCK DEVELOPMENT AGREEMENT
0
APPROVED AND THE DEDICATION AND HEREBY ACCEPTED BY THE
10-14-24
US HWY 89
0
CITY.
FORT HALL IRRIGATION PROJECT HAS REVIEWED THE PLAT
PROJECT WE
w
7935-01
r
W. QUINN RD.
o
CHUBBUCK, IDAHO, THIS ------- DAY OF --------------,
w
20---.
z
J
w
J
0
CITY MAYOR CITY CLERK
VICINITY MAP
NOT TO SCALE
MASTS OF BEARINGS
THE BASIS OF BEARING FOR THIS PLAT IS THE SECTION LINE
BETWEEN THE SOUTHWEST CORNER AND THE SOUTH QUARTER
CORNER OF SECTION 10, TOWNSHIP 6 SOUTH, RANGE 34 EAST,
BOISE MERIDIAN, U.S. SURVEY, SHOWN HEREON AS: S89°58'21 "E.
Q\INI;W1I;A,NI IN I,
THE PURPOSE OF THIS SURVEY IS TO RE -PLAT PORTIONS OF
LOTS 1 AND 10 BLOCK 1 OF PINE RIDGE MALL RE -PLAT
INSTRUMENT NO. 21708589 AND LOT 1 BLOCK 1 OF PR 2
SUBDIVISION NO. 21615305 AND TO DIVIDE SAID PORTIONS INTO
LOTS AND BLOCKS AS SHOWN. BOUNDARY WAS DETERMINED FROM
RETRACING THE RECORDED SUBDIVISION PLATS FROM FOUND
MONUMENTS SHOWN HEREON. ALL BOUNDARY CORNERS TO BE
SET WITH A NAIL AND WASHER OR 5/8" REBAR AND PLASTIC CAP
AS SHOWN ON SURVEY.
NOTE
THE DEPARTMENT OF INTERIOR, BUREAU OF INDIAN AFFAIRS FOR
FORT HALL IRRIGATION PROJECT HAS A 70 -FOOT -WIDE RIGHT OF
WAY, 35 FEET EACH SIDE OF THE CENTERLINE OF O'LEARY CANAL.
NO MODIFICATIONS OR ENCROACHMENTS WITHIN THE LIMITS OF THIS
RIGHT OF WAY FOR O'LEARY CANAL WILL BE ALLOWED WITHOUT
PRIOR WRITTEN APPROVAL FROM THE BUREAU OF INDIAN AFFAIRS.
THIS 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.
FLOOD PLAIN DESIGNATION
PROPERTY IS LOCATED IN ZONE X PER FIRM PANELS 16005CO236D
AND 16005CO237D, EFFECTIVE 7/6/2009 AND PANEL 16005CO238E
EFFECTIVE 7/22/2020.
DEVELOPMENT AGREEMENT
COUNTY R ECORD ERS9 CERTIFICATE
CITY OF CHUBBUCK
FORT ]H[A]UL IRRIGATION
KUNZ
I, HEREBY CERTIFY THAT THE FOREGOING PLAT OF THE
THE PLAT ON WHICH THIS CERTIFICATION APPEARS HAVE BEEN
PROJECT ACCEPTANCE
THE CITY OF CHUBBUCK DEVELOPMENT AGREEMENT
--------------- WAS FILED IN THE OFFICE OF THE
APPROVED AND THE DEDICATION AND HEREBY ACCEPTED BY THE
10-14-24
RECORDED AS INSTRUMENT N0.
RECORDER OF BANNOCK COUNTY, IDAHO ON THIS ------- DAY
CITY.
FORT HALL IRRIGATION PROJECT HAS REVIEWED THE PLAT
---------------
ARE HEREBY MADE A PART OF THIS PLAT.
OF --------------1 20--- AT ----------- AND
7935-01
AND ACCEPTED THE EASEMENTS AS SHOWN.
RECORDED AS
CHUBBUCK, IDAHO, THIS ------- DAY OF --------------,
20---.
INSTRUMENT NO.
CITY MAYOR CITY CLERK
COUNTY RECORDER
CITY ENGINEER
SIGNATURE DATE
H EAILT H[ CERTIFICATE
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 CERTIFICATE OF DISAPPROVAL.
HEALTH DISTRICT SIGNATURE
DATE
COUNTY SURVEYORS CERTIFICATE
I, 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 CODE 50-1305
HAVE BEEN MET, AND I APPROVE THE SAME FOR FILING THIS
------ DAY OF -----------• 20---•
PLS. N0.
BANNOCK COUNTY SURVEYOR
COUNTY TREASURERS CERTIFICATE
PURSUANT TO 50-1308, IDAHO CODE, I, JENNIFER CLARK, DO
HEREBY CERTIFY THAT ALL COUNTY PROPERTY TAXES DUE ON THIS
PROPERTY BEING SUBDIVIDED, BOTH DELINQUENT AND CURRENT,
HAVE BEEN PAID IN FULL.
THROUGH
JENNIFER CLARK, COUNTY TREASURER
Reeve & Associates, Inc. - Solutions You Can Build On
DATE
PR 2
MERIDIAN
SURVEYORS CERTIFICATE
I, ROBERT D. KUNZ. DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND
SURVEYOR IN THE STATE OF IDAHO IN ACCORDANCE WITH TITLE 54, CHAPTER 12,
PROFESSIONAL ENGINEERS AND LAND SURVEYORS ACT; AND THAT I HAVE
COMPLETED A SURVEY OF THE PROPERTY DESCRIBED ON THIS PLAT IN
ACCORDANCE WITH SECTION 12-646 AND HAVE VERIFIED ALL MEASUREMENTS, AND
HAVE PLACED MONUMENTS AS REPRESENTED ON THIS PLAT, AND THAT THIS PLAT
OF PINE RIDGE IN CHUBBUCK CITY, IDAHO, HAS BEEN DRAWN CORRECTLY TO THE
DESIGNATED SCALE AND IS A TRUE AND CORRECT REPRESENTATION OF THE HEREIN
DESCRIBED LANDS INCLUDED IN SAID SUBDIVISION, BASED UPON DATA COMPILED
FROM RECORDS IN THE BANNOCK COUNTY RECORDER'S OFFICE AND FROM SAID
SURVEY MADE BY ME ON THE GROUND, I FURTHER CERTIFY THAT THE
REQUIREMENTS OF ALL APPLICABLE STATUTES AND ORDINANCES OF CHUBBUCK
M, CONCERNING ZONING REQUIREMENTS REGARDING LOT MEASUREMENTS HAVE
BEEN COMPLIED WITH.
SIGNED THIS -------- DAY OF ----------------, 20---. 0 IAWp SG
��0\STE�pFo'PLG
F
11106
�DegTE OF l0��ti
FRT D .
(OWNERS CERTIFICATE
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,
ACKNOWLEDGMENT
STATE OF IDAHO )SS.
COUNTY OF ________ )
ON THE ________ DAY OF ----------------- 20___, PERSONALLY
APPEARED BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC,
_________________________ BEING BY ME DULY SWORN, ACKNOWLEDGED
TO ME THEY ARE ____________ OF SAID LIMITED LIABILITY COMPANY, AND THAT
THEY SIGNED THE ABOVE OWNER'S DEDICATION AND CERTIFICATION FREELY,
VOLUNTARILY, AND ON BEHALF OF SAID LIMITED LIABILITY COMPANY FOR THE
PURPOSES THEREIN MENTIONED.
COMMISSION EXPIRES NOTARY PUBLIC
Reeve
Associates, Inc,
5160 S 1500 W, RIVERDALE, UTAH 84405
TEL: (801) 621-3100 FAX: (801) 621-2666 www.reeve-assoc.com
PROJECT INFO:
Surveyor:
R.
KUNZ
Designer:
E.
ROCHE
Begin Date:
10-14-24
Name:
PINE RIDGE
Revision:
1-7-25 E.R.
Number:
7935-01
SHEET 2 OF 6
O
ry
w
z
IIIO
17
RPRCR02000300
CALIFORNIA WATERFOWL ASSOC
RPRCRG2000200
CALIFORNIA WATERFOWL ASSOC
RPRCRG2000100
4200 HAWTHORNE LLC
S89059'33"E 901.85'
N89059'33"W 619.15'
N
RPRCRWS000201 0)
SHJH LLC 00 N
z
7
0
LO
Cn
CV
O
0
0
z
LOT 2
I
I
I
SOUTHWEST CORNER OF SECTION
10, TOWNSHIP 6 SOUTH, RANGE
34 EAST, BOISE MERIDIAN, U.S.
SURVEY, FOUND RAILROAD SPIKE
INTERSTATE 86
PROJECT INFO:
Surveyor:
R.
S80°25945„E
RPRCPRR000500
w S89038'25"E 363.13'
COLLJJ
9S
SS%
P.
6' P.O.B.
212.45'
S�
U) co
0w
o
I
o
RPRCCRM000100
0
U
SPIRIT MASTER
0LOT
p N
1
FUNDING II LLC
AGREE LIMITED
/�SPARTNERSHIP
w
N 0
N0
_
O
z
RIO
Gi
GtK L19
CV
In 0)
N N
0 0)
�- o
I,
Cfl
LO
W LESS THAN EXCEPTING
0) RPRCPR1000102
JBB BURLEY
LO
N PROPERTIES LLC
0
o I
z
�I
N89034'21 "W
011
EAST 325.16'
Reeve & Associates, Inc. - Solutions You Can Build On
: I
alk 1�nnl I oil -ii
S� RPRCCPCO29404
>S PINE RIDGE IDAHO LLC
A,
�O
F
LOT 2 d'
S89034'21 "E
55.00'
S00°25'39"W
99.00'
—S89°34'21 "E
46.15'
N 19°56'20" W joe 1s
60.52 1A
LESS THAN EXCEPTING
RPRCGEM000100
GEM PREP
POCATELLO LLC p•28, ArI,
S� Zq�3
L18
1101991
S1 9033" 15 "E
146.57'
S00° 13'48"W
115.14'
LOT 4
o 0o LOT 5
N
0
oI
PROJECT INFO:
Surveyor:
R.
RPRCPRR000500
w S89038'25"E 363.13'
COLLJJ
9S
SS%
P.
6' P.O.B.
�N
S�
_ ~
0w
o
I
o
LESS THAN EXCEPTING
RPRCPRR000900
U
ED
W m
I z o I �6S
z
AGREE LIMITED
/�SPARTNERSHIP
I
Qo o
� I � I � 16
7
Sot
89.37'49"WJ
I m = o,
� 7
S
A
PROJECT INFO:
Surveyor:
R.
KUNZ
RPRCPRR000500
i i l l
4155 YELLOWSTONE
9S
LLC
RPRCCPCO29302
S�
_ ~
BRENEMAN, NOEL K
RPRCPRM000301
S88025'02"E
I BRENEMAN, NOEL K
FMLY PTNRSHP
261.54'
� m
89.37'49"WJ
RPRCRSP000400
272.19'
L10
L5
��
�� RPRCFRS000100
L6
RPRCRSP000100
FISHER FAMILY TRUST
Si 17'55"W
RPRCPRR000300
234.93'
I NIKI RDRE LLC
S03039'35"W
119.07'
S00029'11 8"W
357.01'
�Q I o o I o �' %p S82° 25 15 W GA
Q IO Ljm I oz�
I m _j S1'
o 1
� 0 I 661 �,`L
RPRCSBT000100 0' C/�
RUDOLPH, BOB
RPRCCPCO28700—,
PINE RIDGE LAND CO — — S89 -58'21"E (BASIS OF BEARINGS) 2601.86'
RPRCPRR000400
NIKI RDRE LLC
L9
��
PROJECT INFO:
Surveyor:
R.
KUNZ
RPRCPRR000500
i i l l
4155 YELLOWSTONE
Name: PINE RIDGE
Scale: 1 "=200'
Number: 7935-01
LLC
o
� m
RPRCRSP000400
SIMONCRE
L10
PROSPECTOR LLC
L11 I
RPRCRSP000100
AGREE LIMITED
PARTNERSHIP
I
RPRCRSP000200
,�6 I AGREE LIMITED
woo
12 -(�� �oo°��
Qj
�`� I_
QUINN ROAD
SOUTH QUARTER CORNER OF SECTION
10, TOWNSHIP 6 SOUTH, RANGE 34
EAST, BOISE MERIDIAN, U.S. SURVEY,
FOUND BRASS CAP MONUMENT
Reeve & Associates, Inc. - Solutions You Can Build On
PARTNERSHIP
I
RPRCRSP000300
FKF REAL ESTATE
SHEET INDEX
�GIUM
THIS SHEET SHOWS OVERALL BOUNDARY AND
LESS THAN EXCEPTING PARCELS. INTERIOR
DIMENSIONS ARE SHOWN ON SHEETS 4, 5
AND 6.
LEGEND
= SECTION CORNER
= SECTION LINE
= BOUNDARY LINE
= LOT LINE
= EASEMENT LINE
= ADJOINING PROPERTY
200 0 200 400 600
Scale: 1 " = 200'
PROJECT INFO:
Surveyor:
R.
KUNZ
e eve
.
Associates, Inc.
5160 S 1500 W, RIVERDALE, UTAH 84405
TEL: (801) 621-3100 FAX: (801) 621-2666 www.reeve—assoc.com
Designer:
E. ROCHE
Begin Date:
10-14-24
Name: PINE RIDGE
Scale: 1 "=200'
Number: 7935-01
Reeve & Associates, Inc. - Solutions You Can Build On —
311NE RIDGE
RPRCRWS000201 a, LOT 2
(V 835620 S.F.
SHJH LLC 19.183 ACRES
SET REFERENCE
MARKER
(REBAR & CAP)
35' MAINTENANCE RIGHT
OF WAY FORT HALL
IRRIGATION CANAL
INSTRUMENT NO. 657825
S'
�L
`39
08
6'
LEGEND
• = SET REBAR AND CAP
�O = FOUND AS NOTED
O = CALCULATED. NOT SET IN CANAL
rO = BOUNDARY LINE
= LOT LINE
= ADJOINING PROPERTY
= EASEMENT LINE
80 0 80 160 240
SHEET INDEX IN I
Scale: 1 " = 80'
Reeve & Associates, Inc. - Solutions You Can Build On
I164M 64 Lf L�1Ltt�1
LESS THAN EXCEPTING
RPRCGEM000100
GEM PREP POCATELLO LLC
10' POWER EASEMENT
,----INST. NO. 678708
10' POWER
EASEMENT INST.
NO. 678708
\ 10' POWER
J EASEMENT -
PROJECT INFO:
Surveyor:
R. KUNZ
Reeve
.
Associates,nc,
5160 S 1500 W, RIVERDALE, UTAH 84405
TEL: (801) 621-3100 FAX: (801) 621-2666 www.reeve—assoc.com
Designer:
E. ROCHE
Begin Date:
10-14-24
Name: PINE RIDGE
Scale 1 "-80'
Number: 7935-01
RPRCRG2000200
CALIFORNIA WATERFOWL ASSOC
LEGEND
= SET REBAR AND CAP
= FOUND AS NOTED
= BOUNDARY LINE
= LOT LINE
= ADJOINING PROPERTY
= EASEMENT LINE
80 0 80 160 240
Scale: 1 " = 80'
Reeve & Associates, Inc. - Solutions You Can Build On
:a I 1;G mallaflo
)°25'45„
E 2 2 45,
' IRRIGATION
:ASEMENT
NO. 419576
LOT 1
62389 S.F.
1.432 ACRES
Reeve & Associates, Inc. - Solutions You Can Build On
SHEET INDEX
RPRCCPCO29404
PINE RIDGE IDAHO LLC
PROJECT INFO:
Surveyor:
R. KUNZ
Reeve
jvi
Associates, Inc,
5160 S 1500 W, RIVERDALE, UTAH 84405
TEL: (801) 621-3100 FAX: (801) 621-2666 www.reeve—assoc.com
Designer:
E. ROCHE
Begin Date:
10-14-24
Name: PINE RIDGE
Scale 1 "=80'
Number: 7935-01
SHEET 5 OF 6
S00025'39"W
99.00'
'TING
)2
ZTI ES LLC
10' POWER
EASEMENT
INST. NO.
678708
o0
ic)
(N
O
O
V) N
rn
N
Reeve & Associates, Inc. - Solutions You Can Build On
LOT 3
457376 S.F.
10.500 ACRES
N89034'21 "W 445.34'
TENT S00°25'39"W N89°57'07"E��Sl9
1708 29.86' 121.90' 22.28'
92 00 $ 2 , S89°33'55"E
12099W N,O°26 5 �A Cps45.20'
n S89°33'55"E 308.42'
10' POWER
EASEMENT INST.-
NO. 680050
27.86' S00°26'05"W
LESS THAN EXCEPTING 2'75 S73°45'1 CIE
x RPRrr.FMnnn i nn Id- 29.10'
4
3 S.F.
ACRES
RPRCPRM000301
BRENEMAN, NOEL K
FMLY PTNRSHP
S88025'02"E 261.54'
N89037'49"W 272.19'
20' FORT HALL
IRRIGATION EASEMENT
INST. NO. 657825
10' POWER EASEMENT I
INST. NO. 678708
S89°36'04"E 313.31'
20' SEWER
EASEMENT
•
L20
25' UTILITY EASEM
INST. NO. 511
25' UTIL
EASEMENT IN
� NO. 511,'
Reeve & Associates, Inc. - Solutions You Can Build On
L21
RPRCFRS000100
FISHER FAMILY TRUST
L6
RPRCPRR000300
NIKI RDRE LLC
10' POWER
rn EASEMENT INST.
N� N0. 680049
LO
�t
V)
�Ain-
RPRCPRR000400
NIKI RDRE LLC
L7
L22
N
J
R
SHEET INDEX
LEGEND
• = SET REBAR AND CAP
Op = FOUND AS NOTED
BOUNDARY LINE
- I nT 1 IAIC
PINE
RIDGE
4U.UO-
N00°26'05"E
S89034'21 "E
24.00'
S RPRCCPCO29302
46.15'
LOT 2 N00°26'05"E
40.00
BRENEMAN, NOEL K
�9
835620 S.F.
19.183 ACRES N00°26'0,5"E
10' POWER
s�•�
24.00
EASEMENT
X29 F�
N00°26 05 E
INST. NO. 680050
20.50'
FOUND REBAR AND
�-
CAP (BROKEN)
S89°33'55"E
S89°43'56"E
S89°33'55"E 242.08'
70.00'
122.74'
N 16° 18'38"E
55.53' 10' POWER
EASEMENT
INST. NO.
680050
10' POWER EASEMENT
INST. NO. 678708
LOT 3
457376 S.F.
10.500 ACRES
N89034'21 "W 445.34'
TENT S00°25'39"W N89°57'07"E��Sl9
1708 29.86' 121.90' 22.28'
92 00 $ 2 , S89°33'55"E
12099W N,O°26 5 �A Cps45.20'
n S89°33'55"E 308.42'
10' POWER
EASEMENT INST.-
NO. 680050
27.86' S00°26'05"W
LESS THAN EXCEPTING 2'75 S73°45'1 CIE
x RPRrr.FMnnn i nn Id- 29.10'
4
3 S.F.
ACRES
RPRCPRM000301
BRENEMAN, NOEL K
FMLY PTNRSHP
S88025'02"E 261.54'
N89037'49"W 272.19'
20' FORT HALL
IRRIGATION EASEMENT
INST. NO. 657825
10' POWER EASEMENT I
INST. NO. 678708
S89°36'04"E 313.31'
20' SEWER
EASEMENT
•
L20
25' UTILITY EASEM
INST. NO. 511
25' UTIL
EASEMENT IN
� NO. 511,'
Reeve & Associates, Inc. - Solutions You Can Build On
L21
RPRCFRS000100
FISHER FAMILY TRUST
L6
RPRCPRR000300
NIKI RDRE LLC
10' POWER
rn EASEMENT INST.
N� N0. 680049
LO
�t
V)
�Ain-
RPRCPRR000400
NIKI RDRE LLC
L7
L22
N
J
R
SHEET INDEX
LEGEND
• = SET REBAR AND CAP
Op = FOUND AS NOTED
BOUNDARY LINE
- I nT 1 IAIC
SHEET 6 OF 6
RPRCCPCO28902
EGI PINE BRIDGE LLC
35' MAINTENANCE RIGHT
OF WAY FORT HALL
IRRIGATION CANAL
INSTRUMENT NO. 657825
10' POWER
EASEMENT INST.
NO. 678708
LOT 2
835620 S.F.
19.183 ACRES
10' POWER
EASEMENT INST.
NO. 680051
Reeve & Associates, Inc. - Solutions You Can Build On
A/
INE RIDGE
N
-' 20' WATER
EASEMENT
N
N00
04
L29 J
2
FOUND REBAR
AND CAP MARKED
RIMES PLS 2341
20' POWER
EASEMENT INST.
NO. 21603028
10' POWER
EASEMENT INST.
NO. 680051
332.63'
S89038'25"E 363.13'
20' POWER
EASEMENT INST.
NO. 21603028
7-
_1
25' GAS
EASEMENT
INST. NO.
657825
c�
LOT 5 J
173223 S.F.
3.977 ACRES
LESS THAN EXCEPTING
RPRCPRR000900
AGREE LIMITED PARTNERSHIP
25' UTILITY
EASEMENT INST.
N0. 511516
0
C� 20' WATER
= EASEMENT
S89°33'55"E 390.94'
10' POWER
EASEMENT INST.
NO. 678708
20' WATER
EASEMENT 10' POWER
EASEMENT INST.
NO. 678713
%P-
90008 S.F.
RAs, 2.066 ACRES
N CV
O
O
00
r -
G;
L10 RPRCRSP000400
25' UTILITY
-� EASEMENT INST.
NO. 511515
10' POWER c�9
EASEMENT INST. S FOUND REBAR RPRCRSP000100
NO. 67871320' WATER `9�• AND CAP AGREE LIMITED
��
EASEMENT (ILLEGIBLE) PARTNERSHIP
c�
�O 20' POWER
EASEMENT INST. FOUND REBAR
?6), NO. 21603027 AND CAP
FOUND REBAR (ILLEGIBLE)
AND CAP MARKED
RMES PLS 234110' PORPRCRSP000200
Cg S82°25 5W Gip EASEMENT INST. AGREE LIMITED
166.64 NO. 678713 PARTNERSHIP
10' POWER
EASEMENT INST.,11 L12 R�ppO ANG OHO �P
N0. 680048 II RPR N SES ��
.67, II NSP �GQ o��
Q G
00-0 1 10'X15' POWER
o I-% J �- EASEMENT INST.
13 NIn 7nk7rn 000noconnnznn
35' MAINTENANC
RIGHT OF WAY
FORT HALL
IRRIGATION CANA
INST. NO. 6578'4
0
EGEND
= SET REBAR AND CAP
= FOUND AS NOTED
CALCULATED. NOT SET IN CANAL
BOUNDARY LINE
LOT LINE
ADJOINING PROPERTY
EASEMENT LINE
= ROAD CENTERLINE
80 160 240
cale: 1 " = 80'
Reeve & Associates, Inc. - Solutions You Can Build On
/6470-t-\
CHUBBUCK
1 0 0 H 0
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:
Christina LeTourneau — SimonCRE
6900 E. 2nd St.
Scottsdale, AZ 85251
PROFESSIONAL SERVICES:
Reeve & Associates, Inc.
5160 S 1500 W
Riverdale, UT 84405
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
RECENT TRAFFIC COUNTS:
2018: Quinn Rd at PR Mall Entrance,11374/day
2024: Hawthorne Rd. at PR Mall Entrance, 9968/day
NORTH: Commercial; General Commercial (C-2)
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 2024-04, 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 February 5, 2025 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):
1940't-\
CHUBBUCK
I D A H D
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.
d. A successful execution of a development agreement. If staff and developer are unable
to reach a consensus of the requirements for construction through the development
agreement, staff will bring items of disagreement before the City Council for a final
decision.
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
194�0t\
CHUBBUCK
I D A H D
290 E Linden Avenue, Chubbuck, ID 83202
208.237.2430
www.CityofChubbuck.us
Final Plat Approval Form- FFCL
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.
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
/944'C-\
CHUBBUCK
I D A H D
Kevin B. England, Mayor
ATTEST:
Joey Bowers, Clerk
290 E Linden Avenue, Chubbuck, ID 83202
208.237.2430
www.CityofChubbuck.us
SHEET 1 OF 6
BEING A PARTIAL RE -PLAT OF LOTS 19
SUBDIVISION LOCATED IN THE SOUTHWEST
BOUNDARY DESCRIPTION
BEING A PARTIAL RE -PLAT OF LOTS 1, 2 AND 10 OF THE PINE RIDGE MALL
RE -PLAT AND A PARTIAL RE -PLAT OF THE PR 2 SUBDIVISION LOCATED IN
THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 6 SOUTH, RANGE 34
EAST OF THE BOISE MERIDIAN, CITY OF CHUBBUCK, BANNOCK COUNTY,
IDAHO. MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE EASTERLY RIGHT OF WAY OF HAWTHORNE
ROAD, POINT BEING 1330.69 FEET NORTH 01'27'23" EAST FROM THE
SOUTHWEST CORNER OF SAID SECTION 10; THENCE NORTH 00'15'46" WEST
50.00 FEET; THENCE SOUTH 89'59'33" EAST 901.85 FEET; THENCE
NORTH 00'01'02" EAST 539.50 FEET; THENCE SOUTH 84'07'50" EAST 39.50
FEET; THENCE ALONG A NON -TANGENT CURVE TURNING TO THE RIGHT WITH
A RADIUS OF 365.00 FEET, AN ARC LENGTH OF 536.66 FEET, A DELTA
ANGLE OF 84° 14'31 ", A CHORD BEARING OF NORTH 48-18'29" EAST, AND A
CHORD LENGTH OF 489.61 FEET; THENCE SOUTH 89'34' 15" EAST 10.84
FEET; THENCE NORTH 00'01'45" WEST 237.36 FEET; THENCE
SOUTH 80'25'45" EAST 212.45 FEET; THENCE SOUTH 37'54'20" EAST
828.05 FEET; THENCE SOUTH 45'39'58" EAST 338.52 FEET; THENCE
SOUTH 88°25'02" EAST 261.54 FEET; THENCE SOUTH 00°03'55" WEST 4.94
FEET; THENCE NORTH 89'37'49" WEST 272.19 FEET; THENCE
SOUTH 46°41'16" EAST 87.59 FEET; THENCE ALONG A TANGENT CURVE
TURNING TO THE RIGHT WITH A RADIUS OF 140.00 FEET, AN ARC LENGTH
OF 101.06 FEET, A DELTA ANGLE OF 41'21'36", A CHORD BEARING OF
SOUTH 26°00'28" EAST, AND A CHORD LENGTH OF 98.88 FEET; THENCE
NORTH 89'58'13" WEST 11.73 FEET; THENCE SOUTH 04'17'55" WEST 234.93
FEET; THENCE SOUTH 89'56'05" EAST 159.99 FEET; THENCE
SOUTH 00°04'00" WEST 60.01 FEET; THENCE NORTH 89°56'05" WEST 164.80
FEET; THENCE SOUTH 03'39'35" WEST 119.07 FEET; THENCE
SOUTH 00°29'18" WEST 357.01 FEET; THENCE NORTH 89°58'20" WEST 29.70
FEET; THENCE SOUTH 04'18'49" WEST 144.31 FEET; THENCE ALONG A
NON -TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 340.00
FEET, AN ARC LENGTH OF 391.63 FEET, A DELTA ANGLE OF 65°59'47", A
CHORD BEARING OF SOUTH 49'25'21" WEST, AND A CHORD LENGTH OF
370.34 FEET; THENCE SOUTH 82'25'15" WEST 71.34 FEET; THENCE
SOUTH 00°01'39" WEST 200.60 FEET TO THE NORTHERLY RIGHT OF WAY
LINE OF QUINN ROAD; THENCE WEST 60.00 FEET ALONG SAID NORTHERLY
LINE; THENCE NORTH 00'01'39" EAST 101.03 FEET; THENCE
NORTH 52°31'21" WEST 316.61 FEET; THENCE SOUTH 45°03'39" WEST 24.59
FEET; THENCE NORTH 53'16'46" WEST 763.55 FEET; THENCE
NORTH 53°35'40" WEST 75.75 FEET; THENCE NORTH 53°35'23" WEST 390.86
FEET; THENCE NORTH 00'14'52" WEST 291.33 FEET; THENCE
NORTH 89'59'33" WEST 619.15 FEET TO THE POINT OF BEGINNING.
CONTAINING 2,550,128 SQUARE FEET OR 58.543 ACRES MORE OR LESS.
REMAINDER OF PARCEL, LESS EXCEPTIONS, CONTAINING 1,797,547 SQUARE
FEET OR 41.266 ACRES.
CULINARY WATER
THIS SUBDIVISION IS ELIGIBLE TO RECEIVE
WATER FROM THE EXISTING CITY OF
CHUBBUCK MUNICIPAL WATER SYSTEM.
IRRIGATION WATER
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.
EXCEPTING THEREFROM:
Reeve & Associates, Inc. - Solutions You Can Build On
PINE RIDGE
2 AND 10 OF THE PINE RIDGE MALL RE -PLAT AND A PARTIAL RE -PLAT OF THE
QUARTER OF SECTION 10, TOWNSHIP 6 SOUTH, RANGE 34 EAST OF THE BOISE
CITY OF CHUBBUCK, BANNOCK COUNTY, IDAHO
JANUARY, 2025
PARCEL OF LAND BEGINNING AT A POINT BEING 1473.15 FEET SOUTH
89'58'21" EAST AND 1290.55 FEET NORTH 00°01'35" EAST FROM THE
SOUTHWEST CORNER OF SAID SECTION 10; THENCE
NORTH 89.34'21 " WEST 445.34 FEET; THENCE ALONG A TANGENT
CURVE TURNING TO THE RIGHT WITH A RADIUS OF 20.00 FEET, AN ARC
LENGTH OF 31.41 FEET, A DELTA ANGLE OF 89.58'58", A CHORD
BEARING OF NORTH 44°34'21 " WEST, AND A CHORD LENGTH OF 28.28
FEET; THENCE NORTH 00'25'39" EAST 565.39 FEET; THENCE ALONG A
TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 325.00
FEET, AN ARC LENGTH OF 510.51 FEET, A DELTA ANGLE OF 90°00'00",
A CHORD BEARING OF NORTH 45'25'39" EAST, AND A CHORD LENGTH
OF 459.62 FEET; THENCE SOUTH 89°34'21 " EAST 39.19 FEET; THENCE
SOUTH 00.25'39" WEST 392.92 FEET; THENCE SOUTH 89.34'21 " EAST
55.00 FEET; THENCE SOUTH 00.25'39" WEST 99.00 FEET; THENCE
SOUTH 89°34'21 " EAST 46.15 FEET; THENCE SOUTH 00'25'41 " WEST
418.47 FEET TO THE POINT OF BEGINNING.
CONTAINING 356,573 SQUARE FEET OR 8.186 ACRES.
ALSO EXCEPTING THEREFROM:
A PARCEL OF LAND BEGINNING AT A POINT BEING 1343.58 FEET SOUTH
89'58'21" EAST AND 621.48 FEET NORTH 00.01'39" EAST FROM THE
SOUTHWEST CORNER OF SAID SECTION 10; THENCE
NORTH 53°16'46" WEST 406.52 FEET; THENCE ALONG A TANGENT
CURVE TURNING TO THE RIGHT WITH A RADIUS OF 30.00 FEET, AN ARC
LENGTH OF 28.08 FEET, A DELTA ANGLE OF 53'38'13", A CHORD
BEARING OF NORTH 26°27'40" WEST, AND A CHORD LENGTH OF 27.07
FEET; THENCE NORTH 00'21'27" EAST 319.36 FEET; THENCE EAST
325.16 FEET; THENCE SOUTH 19'56'20" EAST 60.52 FEET; THENCE
NORTH 70°26'38" EAST 264.17 FEET; THENCE SOUTH 19°33'15" EAST
146.57 FEET; THENCE SOUTH 00.13'48" WEST 115.14 FEET; THENCE
SOUTH 88°25'34" WEST 77.68 FEET; THENCE SOUTH 70°28'42" WEST
243.77 FEET; THENCE SOUTH 281.34 FEET TO THE POINT OF
BEGINNING.
CONTAINING 227,881 SQUARE FEET OR 5.231 ACRES.
ALSO EXCEPTING THEREFROM:
A PARCEL OF LAND BEING 2199.40 FEET SOUTH 89.58'21 " EAST AND
356.44 FEET NORTH 00°01'39" EAST FROM THE SOUTHWEST CORNER
OF SAID SECTION 10; THENCE ALONG A NON -TANGENT CURVE TURNING
TO THE RIGHT WITH A RADIUS OF 300.00 FEET, AN ARC LENGTH OF
183.55 FEET, A DELTA ANGLE OF 35.03'20", A CHORD BEARING OF
SOUTH 64.53'35" WEST, AND A CHORD LENGTH OF 180.70 FEET;
THENCE SOUTH 82°25'15" WEST 166.64 FEET; THENCE ALONG A
TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 100.00
FEET, AN ARC LENGTH OF 78.64 FEET, A DELTA ANGLE OF 45-03'21",
A CHORD BEARING OF NORTH 75'03'04" WEST, AND A CHORD LENGTH
OF 76.63 FEET; THENCE NORTH 52.31'21" WEST 302.67 FEET; THENCE
NORTH 00°21'53" EAST 178.12 FEET; THENCE SOUTH 89°38'25" EAST
363.13 FEET; THENCE SOUTH 44.45'44" EAST 395.91 FEET TO THE
POINT OF BEGINNING. CONTAINING 168,131 SQUARE FEET OR 3.860
ACRES.
CURVE TABLE
CURVE
RADIUS ARC LTH
CHID LTH
CHID BEARING
DELTA
C1
365.00' 536.66'
489.61'
N48°18'29"E
84°14'31"
C2
140.00 101.06
98.88
S26°00'2 8 E
41 °21 36
C3
340.00' 391.63'
370.34'
S49°25'21 "W
65°59'47"
C4
325.00' 510.51'
459.62'
N45'25'39"E
90°00'00"
C5
20.00 31.41
28.28
N44-34'21 W
89-58'58"
C6
30.00' 28.08'
27.07'
N26'27'40"W
53°38' 13"
C7
300.001183.55'
180.70'
S64°53'35"W
35°03'20"
C8
100.00178.64'
76.63
N75'03 04 W
45-03'21
C9
340.00' 183.60'
181.38'
S31 °53'38"W
30°56'22"
C10
340.00'1208.03'
204.80'
S64°53'32"W
35°03'26"
LINE TABLE
#
BEARING
DISTANCE
L1
N00° 15'46"W
50.00'
L2
S84 -07'50"E
39.50
L3
S89°34' 15"E
10.84'
L4
SOO°03'55"W
4.94'
L5
S46°41'16"E
87.59'
L6
N89°58' 13"W
W. QUINN RD.
L7
S89°56 05 E
-11.73'
159.99
L8
S00°04'00"W
60.01'
L9
N89°56'05"W
164.80'
L10
N89°58'20"W
29.70'
L11
SO4°18'49"W
144.31'
L12
S82'25'1 5 W
71.34
L13
S00°01'39"W
200.60'
L14
WEST
60.00'
L15
N00°01'39"E
101.03'
L16
S45°03'39"W
24.59'
L17
N53°35 40 W
75.75
L18
S88°25'34"W
77.68'
L19
S89'34'21 E
39.19
L20
N00°46'02"E
20.78'
L21
S89°13'58"E
36.50'
L22
S89° 13'52"E
164.51
L23
S00°04'00"W
30.00'
L24
S00°04 00 W
30.00
L25
S00°23'56"W
127.72'
L26
SOO°24' 10"W
112.27'
L27
S07° 15'54"W
66.67
L28
S00°39'42"W
39.62'
L29
N89°38 25 W
30.50
L30
I S49°17'54"E
42.17'
L31
I N45°00'00"E
54.08'
CHUBBUCK RD.
COUNTY R ECORD ERS9 CERTIFICATE
CITY OF CHUBBUCK
w
>a
KUNZ
w
THE PLAT ON WHICH THIS CERTIFICATION APPEARS HAVE BEEN
z
THE CITY OF CHUBBUCK DEVELOPMENT AGREEMENT
0
APPROVED AND THE DEDICATION AND HEREBY ACCEPTED BY THE
10-14-24
US HWY 89
0
CITY.
FORT HALL IRRIGATION PROJECT HAS REVIEWED THE PLAT
PROJECT WE
w
7935-01
r
W. QUINN RD.
o
CHUBBUCK, IDAHO, THIS ------- DAY OF --------------,
w
20---.
z
J
w
J
0
CITY MAYOR CITY CLERK
VICINITY MAP
NOT TO SCALE
MASTS OF BEARINGS
THE BASIS OF BEARING FOR THIS PLAT IS THE SECTION LINE
BETWEEN THE SOUTHWEST CORNER AND THE SOUTH QUARTER
CORNER OF SECTION 10, TOWNSHIP 6 SOUTH, RANGE 34 EAST,
BOISE MERIDIAN, U.S. SURVEY, SHOWN HEREON AS: S89°58'21 "E.
Q\INI;W1I;A,NI IN I,
THE PURPOSE OF THIS SURVEY IS TO RE -PLAT PORTIONS OF
LOTS 1 AND 10 BLOCK 1 OF PINE RIDGE MALL RE -PLAT
INSTRUMENT NO. 21708589 AND LOT 1 BLOCK 1 OF PR 2
SUBDIVISION NO. 21615305 AND TO DIVIDE SAID PORTIONS INTO
LOTS AND BLOCKS AS SHOWN. BOUNDARY WAS DETERMINED FROM
RETRACING THE RECORDED SUBDIVISION PLATS FROM FOUND
MONUMENTS SHOWN HEREON. ALL BOUNDARY CORNERS TO BE
SET WITH A NAIL AND WASHER OR 5/8" REBAR AND PLASTIC CAP
AS SHOWN ON SURVEY.
NOTE
THE DEPARTMENT OF INTERIOR, BUREAU OF INDIAN AFFAIRS FOR
FORT HALL IRRIGATION PROJECT HAS A 70 -FOOT -WIDE RIGHT OF
WAY, 35 FEET EACH SIDE OF THE CENTERLINE OF O'LEARY CANAL.
NO MODIFICATIONS OR ENCROACHMENTS WITHIN THE LIMITS OF THIS
RIGHT OF WAY FOR O'LEARY CANAL WILL BE ALLOWED WITHOUT
PRIOR WRITTEN APPROVAL FROM THE BUREAU OF INDIAN AFFAIRS.
THIS 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.
FLOOD PLAIN DESIGNATION
PROPERTY IS LOCATED IN ZONE X PER FIRM PANELS 16005CO236D
AND 16005CO237D, EFFECTIVE 7/6/2009 AND PANEL 16005CO238E
EFFECTIVE 7/22/2020.
DEVELOPMENT AGREEMENT
COUNTY R ECORD ERS9 CERTIFICATE
CITY OF CHUBBUCK
FORT ]H[A]UL IRRIGATION
KUNZ
I, HEREBY CERTIFY THAT THE FOREGOING PLAT OF THE
THE PLAT ON WHICH THIS CERTIFICATION APPEARS HAVE BEEN
PROJECT ACCEPTANCE
THE CITY OF CHUBBUCK DEVELOPMENT AGREEMENT
--------------- WAS FILED IN THE OFFICE OF THE
APPROVED AND THE DEDICATION AND HEREBY ACCEPTED BY THE
10-14-24
RECORDED AS INSTRUMENT N0.
RECORDER OF BANNOCK COUNTY, IDAHO ON THIS ------- DAY
CITY.
FORT HALL IRRIGATION PROJECT HAS REVIEWED THE PLAT
---------------
ARE HEREBY MADE A PART OF THIS PLAT.
OF --------------1 20--- AT ----------- AND
7935-01
AND ACCEPTED THE EASEMENTS AS SHOWN.
RECORDED AS
CHUBBUCK, IDAHO, THIS ------- DAY OF --------------,
20---.
INSTRUMENT NO.
CITY MAYOR CITY CLERK
COUNTY RECORDER
CITY ENGINEER
SIGNATURE DATE
H EAILT H[ CERTIFICATE
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 CERTIFICATE OF DISAPPROVAL.
HEALTH DISTRICT SIGNATURE
DATE
COUNTY SURVEYORS CERTIFICATE
I, 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 CODE 50-1305
HAVE BEEN MET, AND I APPROVE THE SAME FOR FILING THIS
------ DAY OF -----------• 20---•
PLS. N0.
BANNOCK COUNTY SURVEYOR
COUNTY TREASURERS CERTIFICATE
PURSUANT TO 50-1308, IDAHO CODE, I, JENNIFER CLARK, DO
HEREBY CERTIFY THAT ALL COUNTY PROPERTY TAXES DUE ON THIS
PROPERTY BEING SUBDIVIDED, BOTH DELINQUENT AND CURRENT,
HAVE BEEN PAID IN FULL.
THROUGH
JENNIFER CLARK, COUNTY TREASURER
Reeve & Associates, Inc. - Solutions You Can Build On
DATE
PR 2
MERIDIAN
SURVEYORS CERTIFICATE
I, ROBERT D. KUNZ. DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND
SURVEYOR IN THE STATE OF IDAHO IN ACCORDANCE WITH TITLE 54, CHAPTER 12,
PROFESSIONAL ENGINEERS AND LAND SURVEYORS ACT; AND THAT I HAVE
COMPLETED A SURVEY OF THE PROPERTY DESCRIBED ON THIS PLAT IN
ACCORDANCE WITH SECTION 12-646 AND HAVE VERIFIED ALL MEASUREMENTS, AND
HAVE PLACED MONUMENTS AS REPRESENTED ON THIS PLAT, AND THAT THIS PLAT
OF PINE RIDGE IN CHUBBUCK CITY, IDAHO, HAS BEEN DRAWN CORRECTLY TO THE
DESIGNATED SCALE AND IS A TRUE AND CORRECT REPRESENTATION OF THE HEREIN
DESCRIBED LANDS INCLUDED IN SAID SUBDIVISION, BASED UPON DATA COMPILED
FROM RECORDS IN THE BANNOCK COUNTY RECORDER'S OFFICE AND FROM SAID
SURVEY MADE BY ME ON THE GROUND, I FURTHER CERTIFY THAT THE
REQUIREMENTS OF ALL APPLICABLE STATUTES AND ORDINANCES OF CHUBBUCK
M, CONCERNING ZONING REQUIREMENTS REGARDING LOT MEASUREMENTS HAVE
BEEN COMPLIED WITH.
SIGNED THIS -------- DAY OF ----------------, 20---. 0 IAWp SG
��0\STE�pFo'PLG
F
11106
�DegTE OF l0��ti
FRT D .
(OWNERS CERTIFICATE
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,
ACKNOWLEDGMENT
STATE OF IDAHO )SS.
COUNTY OF ________ )
ON THE ________ DAY OF ----------------- 20___, PERSONALLY
APPEARED BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC,
_________________________ BEING BY ME DULY SWORN, ACKNOWLEDGED
TO ME THEY ARE ____________ OF SAID LIMITED LIABILITY COMPANY, AND THAT
THEY SIGNED THE ABOVE OWNER'S DEDICATION AND CERTIFICATION FREELY,
VOLUNTARILY, AND ON BEHALF OF SAID LIMITED LIABILITY COMPANY FOR THE
PURPOSES THEREIN MENTIONED.
COMMISSION EXPIRES NOTARY PUBLIC
Reeve
Associates, Inc,
5160 S 1500 W, RIVERDALE, UTAH 84405
TEL: (801) 621-3100 FAX: (801) 621-2666 www.reeve-assoc.com
PROJECT INFO:
Surveyor:
R.
KUNZ
Designer:
E.
ROCHE
Begin Date:
10-14-24
Name:
PINE RIDGE
Revision:
1-8-25 E.R.
Number:
7935-01
SHEET 2 OF 6
O
ry
w
z
IIIO
17
RPRCR02000300
CALIFORNIA WATERFOWL ASSOC
RPRCRG2000200
CALIFORNIA WATERFOWL ASSOC
RPRCRG2000100
4200 HAWTHORNE LLC
S89059'33"E 901.85'
N89059'33"W 619.15'
N
RPRCRWS000201 0)
SHJH LLC 00 N
z
7
0
LO
Cn
CV
O
0
0
z
LOT 2
I
I
I
SOUTHWEST CORNER OF SECTION
10, TOWNSHIP 6 SOUTH, RANGE
34 EAST, BOISE MERIDIAN, U.S.
SURVEY, FOUND RAILROAD SPIKE
INTERSTATE 86
PROJECT INFO:
Surveyor:
R.
S80°25945„E
RPRCPRR000500
w S89038'25"E 363.13'
COLLJJ
9S
SS%
P.
6' P.O.B.
212.45'
S�
U) co
0w
o
I
o
RPRCCRM000100
0
U
SPIRIT MASTER
0LOT
p N
1
FUNDING II LLC
AGREE LIMITED
/�SPARTNERSHIP
w
N 0
N0
_
O
z
RIO
Gi
GtK L19
CV
In 0)
N N
0 0)
�- o
I,
Cfl
LO
W LESS THAN EXCEPTING
0) RPRCPR1000102
JBB BURLEY
LO
N PROPERTIES LLC
0
o I
z
�I
N89034'21 "W
011
EAST 325.16'
Reeve & Associates, Inc. - Solutions You Can Build On
: I
alk 1�nnl I oil -ii
S� RPRCCPCO29404
>S PINE RIDGE IDAHO LLC
A,
�O
F
LOT 2 d'
S89034'21 "E
55.00'
S00°25'39"W
99.00'
—S89°34'21 "E
46.15'
N 19°56'20" W joe 1s
60.52 1A
LESS THAN EXCEPTING
RPRCGEM000100
GEM PREP
POCATELLO LLC p•28, ArI,
S� Zq�3
L18
1101991
S1 9033" 15 "E
146.57'
S00° 13'48"W
115.14'
LOT 4
o 0o LOT 5
N
0
oI
PROJECT INFO:
Surveyor:
R.
RPRCPRR000500
w S89038'25"E 363.13'
COLLJJ
9S
SS%
P.
6' P.O.B.
�N
S�
_ ~
0w
o
I
o
LESS THAN EXCEPTING
RPRCPRR000900
U
ED
W m
I z o I �6S
z
AGREE LIMITED
/�SPARTNERSHIP
I
Qo o
� I � I � 16
7
Sot
89.37'49"WJ
I m = o,
� 7
S
A
PROJECT INFO:
Surveyor:
R.
KUNZ
RPRCPRR000500
i i l l
4155 YELLOWSTONE
9S
LLC
RPRCCPCO29302
S�
_ ~
BRENEMAN, NOEL K
RPRCPRM000301
S88025'02"E
I BRENEMAN, NOEL K
FMLY PTNRSHP
261.54'
� m
89.37'49"WJ
RPRCRSP000400
272.19'
L10
L5
��
�� RPRCFRS000100
L6
RPRCRSP000100
FISHER FAMILY TRUST
Si 17'55"W
RPRCPRR000300
234.93'
I NIKI RDRE LLC
S03039'35"W
119.07'
S00029'11 8"W
357.01'
�Q I o o I o �' %p S82° 25 15 W GA
Q IO Ljm I oz�
I m _j S1'
o 1
� 0 I 661 �,`L
RPRCSBT000100 0' C/�
RUDOLPH, BOB
RPRCCPCO28700—,
PINE RIDGE LAND CO — — S89 -58'21"E (BASIS OF BEARINGS) 2601.86'
RPRCPRR000400
NIKI RDRE LLC
L9
��
PROJECT INFO:
Surveyor:
R.
KUNZ
RPRCPRR000500
i i l l
4155 YELLOWSTONE
Name: PINE RIDGE
Scale: 1 "=200'
Number: 7935-01
LLC
o
� m
RPRCRSP000400
SIMONCRE
L10
PROSPECTOR LLC
L11 I
RPRCRSP000100
AGREE LIMITED
PARTNERSHIP
I
RPRCRSP000200
,�6 I AGREE LIMITED
woo
12 -(�� �oo°��
Qj
�`� I_
QUINN ROAD
SOUTH QUARTER CORNER OF SECTION
10, TOWNSHIP 6 SOUTH, RANGE 34
EAST, BOISE MERIDIAN, U.S. SURVEY,
FOUND BRASS CAP MONUMENT
Reeve & Associates, Inc. - Solutions You Can Build On
PARTNERSHIP
I
RPRCRSP000300
FKF REAL ESTATE
SHEET INDEX
�GIUM
THIS SHEET SHOWS OVERALL BOUNDARY AND
LESS THAN EXCEPTING PARCELS. INTERIOR
DIMENSIONS ARE SHOWN ON SHEETS 4, 5
AND 6.
LEGEND
= SECTION CORNER
= SECTION LINE
= BOUNDARY LINE
= LOT LINE
= EASEMENT LINE
= ADJOINING PROPERTY
200 0 200 400 600
Scale: 1 " = 200'
PROJECT INFO:
Surveyor:
R.
KUNZ
e eve
.
Associates, Inc.
5160 S 1500 W, RIVERDALE, UTAH 84405
TEL: (801) 621-3100 FAX: (801) 621-2666 www.reeve—assoc.com
Designer:
E. ROCHE
Begin Date:
10-14-24
Name: PINE RIDGE
Scale: 1 "=200'
Number: 7935-01
Reeve & Associates, Inc. - Solutions You Can Build On —
311NE RIDGE
RPRCRWS000201 a, LOT 2
(V 835620 S.F.
SHJH LLC 19.183 ACRES
SET REFERENCE
MARKER
(REBAR & CAP)
35' MAINTENANCE RIGHT
OF WAY FORT HALL
IRRIGATION CANAL
INSTRUMENT NO. 657825
S'
�L
`39
08
6'
LEGEND
• = SET REBAR AND CAP
�O = FOUND AS NOTED
O = CALCULATED. NOT SET IN CANAL
rO = BOUNDARY LINE
= LOT LINE
= ADJOINING PROPERTY
= EASEMENT LINE
80 0 80 160 240
SHEET INDEX IN I
Scale: 1 " = 80'
Reeve & Associates, Inc. - Solutions You Can Build On
I164M 64 Lf L�1Ltt�1
LESS THAN EXCEPTING
RPRCGEM000100
GEM PREP POCATELLO LLC
10' POWER EASEMENT
,----INST. NO. 678708
10' POWER
EASEMENT INST.
NO. 678708
\ 10' POWER
J EASEMENT -
PROJECT INFO:
Surveyor:
R. KUNZ
Reeve
.
Associates,nc,
5160 S 1500 W, RIVERDALE, UTAH 84405
TEL: (801) 621-3100 FAX: (801) 621-2666 www.reeve—assoc.com
Designer:
E. ROCHE
Begin Date:
10-14-24
Name: PINE RIDGE
Scale 1 "-80'
Number: 7935-01
RPRCRG2000200
CALIFORNIA WATERFOWL ASSOC
LEGEND
= SET REBAR AND CAP
= FOUND AS NOTED
= BOUNDARY LINE
= LOT LINE
= ADJOINING PROPERTY
= EASEMENT LINE
80 0 80 160 240
Scale: 1 " = 80'
Reeve & Associates, Inc. - Solutions You Can Build On
:a I 1;G mallaflo
)°25'45„
E 2 2 45,
' IRRIGATION
:ASEMENT
NO. 419576
LOT 1
62389 S.F.
1.432 ACRES
Reeve & Associates, Inc. - Solutions You Can Build On
SHEET INDEX
RPRCCPCO29404
PINE RIDGE IDAHO LLC
PROJECT INFO:
Surveyor:
R. KUNZ
Reeve
jvij 0
Associates, Inc,
5160 S 1500 W, RIVERDALE, UTAH 84405
TEL: (801) 621-3100 FAX: (801) 621-2666 www.reeve—assoc.com
Designer:
E. ROCHE
Begin Date:
10-14-24
Name: PINE RIDGE
Scale: 1 "=80'
Number: 7935-01
SHEET 5 OF 6
S00025'39"W
99.00'
'TING
)2
STI ES LLC
10' POWER
EASEMENT
INST. NO.
678708
o6
ic)
(N
O
O
V) N
rn
N
Reeve & Associates, Inc. - Solutions You Can Build On
: I
a 16: 1 � Mai
LOT 3
457376 S.F.
10.500 ACRES
N89034'21 "W 445.34'
IENT S00°25'39"W N89°57'07"E Sl 9-02'36"E
;708 29.86' 121.90' 22.28'
$ 2 , S89°33'55"E
i209.W N,O°Zfp 3 �A �+ 45.20'
n S89°33'55"E 308.42'
10' POWER
EASEMENT INST.-
NO. 680050
27.86' S00°26'05"W
LESS THAN EXCEPTING 2'75 S73°45'1 CIE
x RPRrr.FMnnn i nn Id- 29.10'
4
3 S.F.
ACRES
RPRCPRM000301
BRENEMAN, NOEL K
FMLY PTNRSHP
S88025'02"E 261.54'
N89037'49"W 272.19'
20' FORT HALL
IRRIGATION EASEMENT
INST. NO. 657825
10' POWER EASEMENT I
INST. NO. 678708
S89°36'04"E 313.31'
20' SEWER
EASEMENT
•
L20
25' UTILITY EASEM
INST. NO. 511
25' UTIL
EASEMENT IN
� NO. 511,'
Reeve & Associates, Inc. - Solutions You Can Build On
L21
RPRCFRS000100
FISHER FAMILY TRUST
L6
RPRCPRR000300
NIKI RDRE LLC
10' POWER
rn EASEMENT INST.
N� N0. 680049
LO
�t
V)
�Ain-
RPRCPRR000400
NIKI RDRE LLC
L7
L22
N
J
R
SHEET INDEX
LEGEND
• = SET REBAR AND CAP
Op = FOUND AS NOTED
= BOUNDARY LINE
- I nT 1 IAIC
p
o
S89034'21 "E
S
RPRCCPCO29302
46.15'
LOT 2
LLJ
mss°
BRENEMAN,
NOEL K
835620 S.F.
19.183 ACRES
LO o
10' POWER
s�•�
EASEMENT
F
INST. NO. 680050
oN
9
FOUND REBAR AND
s�-
CAP (BROKEN)
S89°33'55"E
S89°43'56"E
S89°33'55"E 242.08'
70.00'
122.74'
N 16° 18'38"E
55.53'
10' POWER
EASEMENT
INST. NO.
680050
10' POWER EASEMENT
INST. NO. 678708
LOT 3
457376 S.F.
10.500 ACRES
N89034'21 "W 445.34'
IENT S00°25'39"W N89°57'07"E Sl 9-02'36"E
;708 29.86' 121.90' 22.28'
$ 2 , S89°33'55"E
i209.W N,O°Zfp 3 �A �+ 45.20'
n S89°33'55"E 308.42'
10' POWER
EASEMENT INST.-
NO. 680050
27.86' S00°26'05"W
LESS THAN EXCEPTING 2'75 S73°45'1 CIE
x RPRrr.FMnnn i nn Id- 29.10'
4
3 S.F.
ACRES
RPRCPRM000301
BRENEMAN, NOEL K
FMLY PTNRSHP
S88025'02"E 261.54'
N89037'49"W 272.19'
20' FORT HALL
IRRIGATION EASEMENT
INST. NO. 657825
10' POWER EASEMENT I
INST. NO. 678708
S89°36'04"E 313.31'
20' SEWER
EASEMENT
•
L20
25' UTILITY EASEM
INST. NO. 511
25' UTIL
EASEMENT IN
� NO. 511,'
Reeve & Associates, Inc. - Solutions You Can Build On
L21
RPRCFRS000100
FISHER FAMILY TRUST
L6
RPRCPRR000300
NIKI RDRE LLC
10' POWER
rn EASEMENT INST.
N� N0. 680049
LO
�t
V)
�Ain-
RPRCPRR000400
NIKI RDRE LLC
L7
L22
N
J
R
SHEET INDEX
LEGEND
• = SET REBAR AND CAP
Op = FOUND AS NOTED
= BOUNDARY LINE
- I nT 1 IAIC
SHEET 6 OF 6
RPRCCPCO28902
EGI PINE BRIDGE LLC
35' MAINTENANCE RIGHT
OF WAY FORT HALL
IRRIGATION CANAL
INSTRUMENT NO. 657825
10' POWER
EASEMENT INST.
NO. 678708
LOT 2
835620 S.F.
19.183 ACRES
10' POWER
EASEMENT INST.
NO. 680051
Reeve & Associates, Inc. - Solutions You Can Build On
A/
INE RIDGE
N
-' 20' WATER
EASEMENT
N
N00
04
L29 J
2
FOUND REBAR
AND CAP MARKED
RIMES PLS 2341
20' POWER LOT 5
EASEMENT INST. 173223 S.F.
NO. 21603028 3.977 ACRES
10' POWER
EASEMENT INST.
N0. 680051
332.63'
S89038'25"E 363.13'
20' POWER
EASEMENT INST.
NO. 21603028
7-
_1
25' GAS
EASEMENT
INST. NO.
657825
LESS THAN EXCEPTING
RPRCPRR000900
AGREE LIMITED PARTNERSHIP
25' UTILITY
EASEMENT INST.
N0. 511516
0
�
20' WATER
= EASEMENT
S89°33'55"E 390.94'
10' POWER
EASEMENT INST.
NO. 678708
20' WATER
EASEMENT 10' POWER
EASEMENT INST.
NO. 678713
%P-
90008 S.F.
RAs, 2.066 ACRES
N CV
O
O
00
r -
G;
L10 RPRCRSP000400
25' UTILITY
-� EASEMENT INST.
NO. 511515
10' POWER c�9
EASEMENT INST. S FOUND REBAR RPRCRSP000100
NO. 67871320' WATER `9�• AND CAP AGREE LIMITED
��
EASEMENT (ILLEGIBLE) PARTNERSHIP
c�
�O 20' POWER
EASEMENT INST. FOUND REBAR
?6), NO. 21603027 AND CAP
FOUND REBAR (ILLEGIBLE)
AND CAP MARKED
RMES PLS 234110' PORPRCRSP000200
Cg S82°25 5W Gip EASEMENT INST. AGREE LIMITED
166.64 NO. 678713 PARTNERSHIP
10' POWER
EASEMENT INST.,11 L12 R�ppO ANG OHO �P
N0. 680048 II RPR N SES ��
.67, II NSP �GQ o��
Q G
00-0 1 10'X15' POWER
o I-% J �- EASEMENT INST.
13 NIn 7nk7rn 000noconnnznn
35' MAINTENANC
RIGHT OF WAY
FORT HALL
IRRIGATION CANA
INST. NO. 6578'4
0
EGEND
= SET REBAR AND CAP
= FOUND AS NOTED
CALCULATED. NOT SET IN CANAL
BOUNDARY LINE
LOT LINE
ADJOINING PROPERTY
EASEMENT LINE
= ROAD CENTERLINE
80 160 240
cale: 1 " = 80'
Reeve & Associates, Inc. - Solutions You Can Build On