HomeMy WebLinkAboutItem #1 Brookstone Estates Div. 14/ao'�C\
CHUBBUCK
1 0 R 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: August 26, 2024
Re: Final Plat for Brookstone Estates— Division 14
Applicant:
Professional Services:
Brookstone, LLC
158 S. Main St.
Pocatello, ID 83204
Knudsen Engineering, LLC
609 W. Maple St.
Pocatello, ID 83201
Application: Brookstone Estates Division 14, Approximately 2.94 acres with
19 Single family residential building lots. Located in the SW 1/4 of
Section 5, Township 6 South, Range 34 East, of the Boise
Meridian, west of Division 13. Generally located at the west end
of Brynwood Avenue.
Existing Zoning: Limited Residential - P (R -2P)
Existing Land Use: Agriculture
Staff Report: The final plat for Brookstone Estates— Division 14 substantially conforms to
the preliminary plat approved by the City Council on April 20, 2022. The final plat
application has been reviewed by staff and appears to meet the standards of Titles 16,
17, and 18 of City Code. Specifically:
• 17.12.130: The final plat application was submitted within the twelve months
validity period
o A twelve (12) month extension of the preliminary plat approval was granted
by City Council on February 7, 2024.
o Notice was posted on the property in question on August 26, 2024.
• 17.12.220: The Community Services Director has reviewed the final plat and finds
that is substantially conforms to the approved preliminary plat;
o There is no increase in the number of lots nor any additional streets
o This is no significant change in the configuration of lots or street alignment
o There is no significant change in the size or location of open space
o No other changes have occurred which have affected the reviewed
preliminary plat
o No conditions were attached to the preliminary plat approval
• 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 have been approved by Development Services Division
and any requirements will be incorporated into a development agreement. If
staff and developer are unable to reach a consensus of requirements for the
development through the development agreement, staff will bring items of
disagreement before the City Council for a final decision.
o A successful execution of the development agreement.
Attachments:
1. Proposed Findings of Fact and Conclusions of Law
2. Final Plat for Brookstone Estates - Division 14
194�0t\
CHUBBUCK
I D A H D
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
FINAL PLAT FOR BROOKSTONE ESTATES DIVISION 14, APPROXIMATELY 2.94
ACRES LOCATED AT THE WEST END OF BRYNWOOD AVENUE
FACTS
REQUEST: The applicant proposes a 19 lot Final Plat for 19 residential building lots in the Brookstone Estates
Subdivision, Division 14. It includes extending and improving Brynwood Ave. along with water, sewer, and
irrigation infrastructure to the northwest.
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:
Brookstone LLC
158 S. Main St.
Pocatello, ID 83204
PROFESSIONAL SERVICES:
Knudsen Engineering, LLC
609 W. Maple St.
Pocatello, ID 83201
LOCATION: SW 1/4 of Section 5, Township 6 South, Range 34 East, of the Boise Meridian, west of
Brookstone Estates Division 13. Generally located at the west end of Brynwood Ave.
SITE CHARACTERISTICS & ZONING:
CURRENT ZONING: Limited Residential P (R -2P)
CURRENT LAND USE: agriculture
PROJECT SIZE: ±2.94 acres
VIEWS: Generally visible from the south and east
TOPOGRAPHY: Generally flat
EXISTING STRUCTURES: None
SURROUNDING LAND USES AND ZONING
RECENT TRAFFIC COUNTS:
2015: Chubbuck Rd at Philbin Rd., 2644/day
2016: Chubbuck Rd at Philbin Rd., 2696/day
2018: Chubbuck Rd at Philbin Rd., 3076/day
NORTH: Agriculture; Bannock County Residential Suburban zone
EAST: Agriculture; Bannock County Residential Suburban & Limited Residential P (R -2P) zones
SOUTH: Residential; Limited Residential P (R -2P) zone
WEST: Vacant, Bannock County Residential Suburban zone
Final Plat Approval Form- FFCL
SERVICES:
ACCESS STREET: Current access from Lamar Street.
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: Bureau of Indian Affairs — Fort Hall Irrigation Project
PROCEDURES:
In accordance with City Code 17.12.200 and Resolution 2023-09, 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 17.12.130, a final plat application was filed in time to be reviewed
in accordance with a preliminary plat which was approved on April 20, 2022.
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 17.12.220, the Community Services Director found that the final
plat application met substantial conformity with the approved preliminary plat.
In accordance with City Code 17.12.230, the record was reviewed on September 4, 2024 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:
1. 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:
/944'C-\
CHUBBUCK
I D A H D
290 E Linden Avenue, Chubbuck, ID 83202
208.237.2430
www.CityofChubbuck.us
Final Plat Approval Form- FFCL
1. Conditions of Approval necessary to approve the Final Plat are (if any):
a. Construction plans have been approved by Development Services Division and any
requirements will be incorporated into a development agreement. If staff and
developer are unable to reach a consensus of requirements for the development
through the development agreement, staff will bring items of disagreement before
the City Council for a final decision.
b. A successful execution of the development agreement.
2. The final plat proposal substantially conforms with the approved preliminary plat, meaning that
the following are found:
a. The number of lots have not increased nor has there been a significant change in the
configuration of lots;
b. The street alignment has not changed significantly;
c. No additional streets are proposed;
d. There has not been a significant change, of more than 10%, in the size or location of open
space whether public or private;
e. No other changes have occurred that have affected the reviewed and approved
preliminary plat.
ORDER: CONCLUSION AND DECISION: PERMIT TERMS
1. The City Council, pursuant to the aforementioned, finds that the request for a Final 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 final plat is valid for a period of two (2) years. Approval of a final 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
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
other properties in the area. If the final 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 final 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
1940't-\
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
WEST QUARTER CORNER OF SECTION 5,
FOUND 5/8" REBAR WITH PLASTIC CAP
PER CP&F #21103118 (R3 -S 89°3249" W 2587.62)
S 89°32'50" E 2587.62'
6 -
5 1292.79' 1294.83'
(R3-1292.83) (R3-1294.79)
TCENTER-WEST 1/16 CORNER OF SECTION 5,
FOUND BENT 1/2" REBAR WITH PLASTIC CAP 27.90' SOUTH OF THE
COMPUTED CORNER OF 1/16 LINE SEE RECORD OF SURVEY
INSTR. #21007444, SURVEY SHOWS THE DISTANCE TO BE 26.04'
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FOUND ALUMINUM CAP MONUMENT
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CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTAANGLE
Cl
152.50'
51.38'
51.14'
N 29°21'05" W
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13°29'16"
C3
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6°19'33"
C4
125.00'
85.34'
83.70'
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39°07'09"
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97.50'
66.57'
65.28'
S 19°26'40" E
39°07'09"
RECORD CURVE DATA
CURVE RADIUS IARCLENGTH lCHORDLENGTH CHORD BEARING DELTA ANGLE
R1 -C1 152.50' 51.38' 51.14' N29°21'05"W 19°18'20"
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TEMPORARY TURN AROUND,
UTILITY AND STORM WATER
EASEMENT SEE NOTE 1 BROOKSTONE, LLC
DEED INSTR. #22112193
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INSTRUMENT No. 22407617
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MONUMENTED BASIS OF BEARING
- (IN 87'3 '05" "W 313.87) -
N 87°39'05" W 1313.88'
WEST 1/16 CORNER ON THE SOUTH LINE OF SECTION 5,
FOUND ALUMINUM CAP MONUMENT
PER CP&F #22000423
REFERENCE DOCUMENTS
1) DEED INSTRUMENT#22112193
2) DEED INSTRUMENT #21917445
3) DEED INSTRUMENT #22000424
4) EASEMENT INSTRUMENT #
5) PLAT INSTRUMENT #22407617
6) SURVEY INSTRUMENT #22000424
7) SURVEY INSTRUMENT #22118321
8) SURVEY INSTRUMENT #22209368
9) CP&F INSTRUMENT #22103718
10) CP&F INSTRUMENT #22000423
11) CP&F INSTRUMENT #660194
12) CP&F INSTRUMENT #22019009
13) CP&F INSTRUMENT #21103118
NOTES
1) A TEMPORARY TURN AROUND, UTILITY AND STORM WATER EASEMENT AS
DESCRIBED IN INSTRUMENT #22408505.
2) THE TOP OF THE BANK OF THE IRRIGATION DITCH WAS MEASURED AND
COLLECTED AS SHOWN ON THE FACE OF THIS PLAT, SEE CANAL
RIGHT-OF-WAY CERTIFICATE. THE LINE WORK SHOWS THE IRRIGATION
DITCH FALLING OUTSIDE OF A DEDICATED OR WRITTEN EASEMENT.
INTERIOR MONUMENT COMPLETION CERTIFICATE
PURSUANT TO THE REQUIREMENTS OF I.C. §50-1331, I.C. §50-1332, AND I.C. §50-1333,
1 CARDON T. PAYNE CERTIFY THAT THE INTERIOR MONUMENTS SHALL BE SET IN
ACCORDANCE WITH THE REQUIREMENTS OF I.C. §50-1303 WITHIN ONE CALENDAR
YEAR OF THE RECORDING DATE OF THIS PLAT.
CANAL RIGHT-OF-WAY
BROOKSTONE ES TA TES - DIVISION 14
LOCATED IN THE EAST HALF OF THE SOUTHWEST QUARTER OF
SECTION 5 OF TOWNSHIP 6 SOUTH, RANGE 34 EAST, OF THE BOISE
MERIDIAN IN THE COUNTY OF BANNOCK.
(R1- )
ALL CANALS, AS SHOWN HEREON, EXIST WITHIN A RIGHT-OF-WAY DEFINED BY I.C.
§42-1102 AND MUST HAVE WRITTEN PERMISSION OF THE OWNER OR OPERATOR OF THE (R2 -
RIGHT -OF -WAY TO CONSTRUCT ANYTHING WITHIN, UNDER, UPON OR OVER THE AREA, TO
ENSURE THAT ANY SUCH ENCROACHMENTS WILL NOT UNREASONABLY OR MATERIALLY
INTERFERE WITH THE USE AND ENJOYMENT OF THE RIGHT-OF-WAY. (R3 -
SURVEY NARRATIVE
THIS PLAT WAS MADE AT THE REQUEST OF BROOKSTONE, LLC. WITH THE
INTENTIONS TO SUBDIVIDE A PORTION OF LAND DESCRIBED IN DEED
INSTRUMENT No. 22112193.
THE SOUTH BOUNDARY WAS DETERMINED BY FOUND MONUMENTS AND
RECORD INFORMATION FROM BROOKSTONE ESTATES - DIVISION 13. THE WEST
BOUNDARY WAS DETERMINED BY FOUND 1/16TH CORNERS. THE NORTH AND
EAST BOUNDARIES WERE DETERMINED BY BROOKSTONE, LLC.
SOUTH QUARTER CORNER OF SECTION 5,
FOUND ALUMINUM CAP MONUMENT
PER CP&F #22103718
5
-400mN
8
BASIS OF BEARING
BASIS OF BEARING PER IDAHO STATE PLANE COORDINATE
SYSTEM - EAST ZONE. CITY OF CHUBBUCK COORDINATE SYSTEM
GPS COMBINATION SCALE FACTOR OF 1.0002579939.
VICINITY MAP
NOT TO SCALE
LEGEND
CENTER QUARTER CORNER AS NOTED
QUARTER CORNER AS NOTED
1/16TH CORNER AS NOTED
FOUND PLASTIC CAP MONUMENT "PLS 18405" OR AS NOTED
FOUND 1/2" REBAR WITH PLASTIC CAP "PLS 18405"
SET ALUMINUM CAP MONUMENT "PLS 18405"
SET 5/8" REBAR WITH PLASTIC CAP "PLS 18405"
SET 1/2" REBAR WITH PLASTIC CAP "PLS 18405"
PARCEL BOUNDARY
LOT LINE
CENTERLINE
EASEMENT LINE (USE AS NOTED)
TEMPORARY EASEMENT
SECTION LINE
ADJOINING PARCEL OR LOT LINE
EXISTING EASEMENT
TOP OF IRRIGATION DITCH
DIMENSIONAL TIE LINE
RECORD BEARING AND DISTANCE PER
BROOKSTONE ESTATES - DIVISION 13 INSTR. #
RECORD BEARING AND DISTANCE PER
RECORD OF SURVEY INSTR. #22000424
RECORD BEARING AND DISTANCE PER
RECORD OF SURVEY INSTR. #22118321
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�W
INSTRUMENT No. 22407617
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A �
MONUMENTED BASIS OF BEARING
- (IN 87'3 '05" "W 313.87) -
N 87°39'05" W 1313.88'
WEST 1/16 CORNER ON THE SOUTH LINE OF SECTION 5,
FOUND ALUMINUM CAP MONUMENT
PER CP&F #22000423
REFERENCE DOCUMENTS
1) DEED INSTRUMENT#22112193
2) DEED INSTRUMENT #21917445
3) DEED INSTRUMENT #22000424
4) EASEMENT INSTRUMENT #
5) PLAT INSTRUMENT #22407617
6) SURVEY INSTRUMENT #22000424
7) SURVEY INSTRUMENT #22118321
8) SURVEY INSTRUMENT #22209368
9) CP&F INSTRUMENT #22103718
10) CP&F INSTRUMENT #22000423
11) CP&F INSTRUMENT #660194
12) CP&F INSTRUMENT #22019009
13) CP&F INSTRUMENT #21103118
NOTES
1) A TEMPORARY TURN AROUND, UTILITY AND STORM WATER EASEMENT AS
DESCRIBED IN INSTRUMENT #22408505.
2) THE TOP OF THE BANK OF THE IRRIGATION DITCH WAS MEASURED AND
COLLECTED AS SHOWN ON THE FACE OF THIS PLAT, SEE CANAL
RIGHT-OF-WAY CERTIFICATE. THE LINE WORK SHOWS THE IRRIGATION
DITCH FALLING OUTSIDE OF A DEDICATED OR WRITTEN EASEMENT.
INTERIOR MONUMENT COMPLETION CERTIFICATE
PURSUANT TO THE REQUIREMENTS OF I.C. §50-1331, I.C. §50-1332, AND I.C. §50-1333,
1 CARDON T. PAYNE CERTIFY THAT THE INTERIOR MONUMENTS SHALL BE SET IN
ACCORDANCE WITH THE REQUIREMENTS OF I.C. §50-1303 WITHIN ONE CALENDAR
YEAR OF THE RECORDING DATE OF THIS PLAT.
CANAL RIGHT-OF-WAY
BROOKSTONE ES TA TES - DIVISION 14
LOCATED IN THE EAST HALF OF THE SOUTHWEST QUARTER OF
SECTION 5 OF TOWNSHIP 6 SOUTH, RANGE 34 EAST, OF THE BOISE
MERIDIAN IN THE COUNTY OF BANNOCK.
(R1- )
ALL CANALS, AS SHOWN HEREON, EXIST WITHIN A RIGHT-OF-WAY DEFINED BY I.C.
§42-1102 AND MUST HAVE WRITTEN PERMISSION OF THE OWNER OR OPERATOR OF THE (R2 -
RIGHT -OF -WAY TO CONSTRUCT ANYTHING WITHIN, UNDER, UPON OR OVER THE AREA, TO
ENSURE THAT ANY SUCH ENCROACHMENTS WILL NOT UNREASONABLY OR MATERIALLY
INTERFERE WITH THE USE AND ENJOYMENT OF THE RIGHT-OF-WAY. (R3 -
SURVEY NARRATIVE
THIS PLAT WAS MADE AT THE REQUEST OF BROOKSTONE, LLC. WITH THE
INTENTIONS TO SUBDIVIDE A PORTION OF LAND DESCRIBED IN DEED
INSTRUMENT No. 22112193.
THE SOUTH BOUNDARY WAS DETERMINED BY FOUND MONUMENTS AND
RECORD INFORMATION FROM BROOKSTONE ESTATES - DIVISION 13. THE WEST
BOUNDARY WAS DETERMINED BY FOUND 1/16TH CORNERS. THE NORTH AND
EAST BOUNDARIES WERE DETERMINED BY BROOKSTONE, LLC.
SOUTH QUARTER CORNER OF SECTION 5,
FOUND ALUMINUM CAP MONUMENT
PER CP&F #22103718
5
-400mN
8
BASIS OF BEARING
BASIS OF BEARING PER IDAHO STATE PLANE COORDINATE
SYSTEM - EAST ZONE. CITY OF CHUBBUCK COORDINATE SYSTEM
GPS COMBINATION SCALE FACTOR OF 1.0002579939.
VICINITY MAP
NOT TO SCALE
LEGEND
CENTER QUARTER CORNER AS NOTED
QUARTER CORNER AS NOTED
1/16TH CORNER AS NOTED
FOUND PLASTIC CAP MONUMENT "PLS 18405" OR AS NOTED
FOUND 1/2" REBAR WITH PLASTIC CAP "PLS 18405"
SET ALUMINUM CAP MONUMENT "PLS 18405"
SET 5/8" REBAR WITH PLASTIC CAP "PLS 18405"
SET 1/2" REBAR WITH PLASTIC CAP "PLS 18405"
PARCEL BOUNDARY
LOT LINE
CENTERLINE
EASEMENT LINE (USE AS NOTED)
TEMPORARY EASEMENT
SECTION LINE
ADJOINING PARCEL OR LOT LINE
EXISTING EASEMENT
TOP OF IRRIGATION DITCH
DIMENSIONAL TIE LINE
RECORD BEARING AND DISTANCE PER
BROOKSTONE ESTATES - DIVISION 13 INSTR. #
RECORD BEARING AND DISTANCE PER
RECORD OF SURVEY INSTR. #22000424
RECORD BEARING AND DISTANCE PER
RECORD OF SURVEY INSTR. #22118321
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ALUMINUM
A. 0 C0 6°�, o �h BLOCK 1 MONUMENRYN
T \ BAV Wppp
LOT 22 "PLS18405"\ ENVE
o P.O..BBROOKSTONE ESTATES - DIVISION 13
�W
INSTRUMENT No. 22407617
_o
co N
A �
MONUMENTED BASIS OF BEARING
- (IN 87'3 '05" "W 313.87) -
N 87°39'05" W 1313.88'
WEST 1/16 CORNER ON THE SOUTH LINE OF SECTION 5,
FOUND ALUMINUM CAP MONUMENT
PER CP&F #22000423
REFERENCE DOCUMENTS
1) DEED INSTRUMENT#22112193
2) DEED INSTRUMENT #21917445
3) DEED INSTRUMENT #22000424
4) EASEMENT INSTRUMENT #
5) PLAT INSTRUMENT #22407617
6) SURVEY INSTRUMENT #22000424
7) SURVEY INSTRUMENT #22118321
8) SURVEY INSTRUMENT #22209368
9) CP&F INSTRUMENT #22103718
10) CP&F INSTRUMENT #22000423
11) CP&F INSTRUMENT #660194
12) CP&F INSTRUMENT #22019009
13) CP&F INSTRUMENT #21103118
NOTES
1) A TEMPORARY TURN AROUND, UTILITY AND STORM WATER EASEMENT AS
DESCRIBED IN INSTRUMENT #22408505.
2) THE TOP OF THE BANK OF THE IRRIGATION DITCH WAS MEASURED AND
COLLECTED AS SHOWN ON THE FACE OF THIS PLAT, SEE CANAL
RIGHT-OF-WAY CERTIFICATE. THE LINE WORK SHOWS THE IRRIGATION
DITCH FALLING OUTSIDE OF A DEDICATED OR WRITTEN EASEMENT.
INTERIOR MONUMENT COMPLETION CERTIFICATE
PURSUANT TO THE REQUIREMENTS OF I.C. §50-1331, I.C. §50-1332, AND I.C. §50-1333,
1 CARDON T. PAYNE CERTIFY THAT THE INTERIOR MONUMENTS SHALL BE SET IN
ACCORDANCE WITH THE REQUIREMENTS OF I.C. §50-1303 WITHIN ONE CALENDAR
YEAR OF THE RECORDING DATE OF THIS PLAT.
CANAL RIGHT-OF-WAY
BROOKSTONE ES TA TES - DIVISION 14
LOCATED IN THE EAST HALF OF THE SOUTHWEST QUARTER OF
SECTION 5 OF TOWNSHIP 6 SOUTH, RANGE 34 EAST, OF THE BOISE
MERIDIAN IN THE COUNTY OF BANNOCK.
(R1- )
ALL CANALS, AS SHOWN HEREON, EXIST WITHIN A RIGHT-OF-WAY DEFINED BY I.C.
§42-1102 AND MUST HAVE WRITTEN PERMISSION OF THE OWNER OR OPERATOR OF THE (R2 -
RIGHT -OF -WAY TO CONSTRUCT ANYTHING WITHIN, UNDER, UPON OR OVER THE AREA, TO
ENSURE THAT ANY SUCH ENCROACHMENTS WILL NOT UNREASONABLY OR MATERIALLY
INTERFERE WITH THE USE AND ENJOYMENT OF THE RIGHT-OF-WAY. (R3 -
SURVEY NARRATIVE
THIS PLAT WAS MADE AT THE REQUEST OF BROOKSTONE, LLC. WITH THE
INTENTIONS TO SUBDIVIDE A PORTION OF LAND DESCRIBED IN DEED
INSTRUMENT No. 22112193.
THE SOUTH BOUNDARY WAS DETERMINED BY FOUND MONUMENTS AND
RECORD INFORMATION FROM BROOKSTONE ESTATES - DIVISION 13. THE WEST
BOUNDARY WAS DETERMINED BY FOUND 1/16TH CORNERS. THE NORTH AND
EAST BOUNDARIES WERE DETERMINED BY BROOKSTONE, LLC.
SOUTH QUARTER CORNER OF SECTION 5,
FOUND ALUMINUM CAP MONUMENT
PER CP&F #22103718
5
-400mN
8
BASIS OF BEARING
BASIS OF BEARING PER IDAHO STATE PLANE COORDINATE
SYSTEM - EAST ZONE. CITY OF CHUBBUCK COORDINATE SYSTEM
GPS COMBINATION SCALE FACTOR OF 1.0002579939.
VICINITY MAP
NOT TO SCALE
LEGEND
CENTER QUARTER CORNER AS NOTED
QUARTER CORNER AS NOTED
1/16TH CORNER AS NOTED
FOUND PLASTIC CAP MONUMENT "PLS 18405" OR AS NOTED
FOUND 1/2" REBAR WITH PLASTIC CAP "PLS 18405"
SET ALUMINUM CAP MONUMENT "PLS 18405"
SET 5/8" REBAR WITH PLASTIC CAP "PLS 18405"
SET 1/2" REBAR WITH PLASTIC CAP "PLS 18405"
PARCEL BOUNDARY
LOT LINE
CENTERLINE
EASEMENT LINE (USE AS NOTED)
TEMPORARY EASEMENT
SECTION LINE
ADJOINING PARCEL OR LOT LINE
EXISTING EASEMENT
TOP OF IRRIGATION DITCH
DIMENSIONAL TIE LINE
RECORD BEARING AND DISTANCE PER
BROOKSTONE ESTATES - DIVISION 13 INSTR. #
RECORD BEARING AND DISTANCE PER
RECORD OF SURVEY INSTR. #22000424
RECORD BEARING AND DISTANCE PER
RECORD OF SURVEY INSTR. #22118321
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OWNERS CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS THAT I, THE UNDERSIGNED OWNER OF THE TRACT OF LAND
DESCRIBED IN THE BOUNDARY DESCRIPTION, HAVE CAUSED THE SAME TO BE SUBDIVIDED INTO
LOTS, BLOCKS AND STREETS TO BE HEREAFTER KNOWN AS BROOKSTONE ESTATES - DIVISION 14.
I, THE OWNER, INTEND TO INCLUDE ALL OF THE LAND DESCRIBED IN THE BOUNDARY
DESCRIPTION IN THIS PLAT. THE LOCATION AND DIMENSIONS OF THE LOTS, BLOCKS AND
STREETS 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 UTILITIES 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 FLOWING FROM THAT PROPERTY WHICH SHALL BE THE PROPERTY ADJACENT TO THE
STORM WATER DETENTION FACILITY UNLESS SUCH FACILITY SERVES MULTIPLE PROPERTIES AS
NOTED ON THE PLAT.
THE 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 IMPROVEMENTS RELATING TO THE DEDICATED PROPERTY HAVE BEEN COMPLETED AND
HAVE BEEN APPROVED UPON INSPECTION BY THE CITY. DEDICATION IS NOT BINDING UPON THE
CITY UNTIL ACCEPTED.
BROOKSTONE, LLC, AN IDAHO LIMITED LIABILITY COMPANY
DANNIS ADAMSON, MEMBER DATE
ACKNOWLEDGMENT
STATE OF IDAHO )
COUNTY OF ) SS.
ON THIS DAY OF , IN THE YEAR OF 20 , DANNIS ADAMSON, MEMBER OF
BROOKSTONE, LLC, PERSONALLY APPEARED BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC IN
AND FOR THE STATE OF IDAHO AND ACKNOWLEDGE TO ME THAT THEY EXECUTED THE SAME THE
HEREIN INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY COMPANY AND ACKNOWLEDGED TO
ME THAT SUCH LIMITED LIABILITY COMPANY EXECUTED THE SAME. IN WITNESS WHEREOF, I HAVE
HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THIS DAY.
NOTARY PUBLIC:
MY COMMISSION EXPIRES ON:
DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS
ARE RECORDED AS INSTRUMENT No.
PLAT
AND ARE HEREBY MADE A PART OF THIS
HEALTH DEPARTMENT CERTIFICATE
SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN
SATISFIED BASED ON DEPARTMENT OF ENVIRONMENTAL QUALITY REVIEW AND AND APPROVAL
FOR THE 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.
DISTRICT HEALTH DEPARTMENT
DATE
FLOOD PLAIN DESIGNATION
ZONE X PER FLOOD INSURANCE RATE MAP PANEL 225 OF 925, COMMUNITY -PANEL NUMBER
16005CO225D, EFFECTIVE DATE JULY 7, 2009.
FLOOD ZONES ARE SUBJECT TO CHANGE BY FEMA AND ALL LAND WITHIN A FLOODWAY OR
FLOODPLAIN IS REGULATED BY CHAPTER 15.54 OF CHUBBUCK CITY CODE.
BOUNDARY DESCRIPTION
LOCATED IN THE EAST HALF OF THE SOUTHWEST QUARTER OF SECTION 5 OF TOWNSHIP 6
SOUTH, RANGE 34 EAST OF THE BOISE MERIDIAN, BANNOCK COUNTY, STATE OF IDAHO MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION 5 THENCE
N 87°39'05" W 1313.88' ALONG THE SOUTH LINE OF SAID SECTION 5 TO THE WEST 1/16TH CORNER
ON THE SOUTH LINE OF SAID SECTION 5; THENCE N 00°04'32" W 997.27' ALONG THE WEST 1/16TH
LINE OF SAID SECTION 5 TO THE NORTHWEST CORNER OF BROOKSTONE ESTATES - DIVISION 13
FILED AS INSTRUMENT No. 22407617 POINT ALSO BEING THE POINT OF BEGINNING;
THENCE N 00'04'32'W 311.18' ALONG THE SAID WEST 1/16TH LINE TO THE SOUTHWEST 1/16TH
CORNER;
THENCE N 00°06'59" E 243.53' ALONG THE SAID WEST 1/16TH LINE;
THENCE S 89°53'06" E 256.55;
THENCE S 00°06'54" W 431.16' TO THE NORTH CORNER OF BROOKSTONE ESTATES - DIVISION 13
FILED AS INSTRUMENT No. 22407617;
THENCE ALONG THE NORTHWEST BOUNDARY LINE OF BROOKSTONE ESTATES - DIVISION 13 FILED
AS INSTRUMENT No. 22407617 FOR THE FOLLOWING THREE (3) COURSES:
1) S 50°59'45" W 155.72' TO A NON -TANGENT CURVE TO THE RIGHT;
2) 51.38' ALONG SAID NON -TANGENT CURVE TO THE RIGHT (CURVE
DATA: RADIUS= 152.50', DELTA= 19°18'20", CHORD= N 29°21'05" W 51.14');
3) S 57°36'19" W 129.90' TO THE POINT OF BEGINNING.
ABOVE DESCRIPTION CONTAINS 2.94 ACRES MORE OR LESS
IRRIGATION WATER RIGHTS STATEMENT
LANDS WITHIN THIS PLAT ARE ENTITLED TO IRRIGATION WATER SUPPLIED BY FORT HALL
IRRIGATION PROJECT. DELIVERY OF IRRIGATION WATER FROM THE PROJECT TO INDIVIDUAL LOTS
HAS BEEN DONE IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(b) AND CITY OF CHUBBUCK
CODE SECTION 16.12.230. PROPERTY OWNERS WILL BE OBLIGATED FOR ASSESSMENTS THROUGH
THE CITY OF CHUBBUCK.
CULINARY WATER STATEMENT
THIS SUBDIVISION IS ELIGIBLE TO RECEIVE WATER FROM THE EXISTING CITY OF CHUBBUCK
MUNICIPAL WATER SYSTEM.
TREASURE'S CERTIFICATE
PURSUANT TO IDAHO CODE 50-1308. 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.
JENNIFER CLARK, COUNTY TREASURER DATE
RECORDERS CERTIFICATE
BROOKSTONE ES TA TES - DIVISION 14
LOCATED IN THE EAST HALF OF THE SOUTHWEST QUARTER OF
SECTION 5 OF TOWNSHIP 6 SOUTH, RANGE 34 EAST, OF THE BOISE
MERIDIAN IN THE COUNTY OF BANNOCK.
COUNTY EXAMINING SURVEYOR'S CERTIFICATE
I, , AN EXAMINING 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 REQUIREMENTS OF IDAHO CODE 50-1305 HAVE
BEEN MET AND I APPROVE THE SAME FOR FILING THIS DAY OF .20
BANNOCK COUNTY EXAMINING SURVEYOR LICENSE NUMBER
CITY OF CHUBBUCK CERTIFICATE
THE PLAT ON WHICH THIS CERTIFICATION APPEARS HAS BEEN APPROVED AND THE DEDICATION
ARE HEREBY ACCEPTED BY THE CITY OF CHUBBUCK, IDAHO, THIS DAY OF
20
KEVIN ENGLAND, MAYOR
JOEY BOWERS, CITY CLERK
BRIDGER MORRISON, CITY OF CHUBBUCK ENGINEER
DEVELOPMENT AGREEMENT CERTIFICATE
THE CITY OF CHUBBUCK DEVELOPMENT AGREEMENT RECORDED AS
INSTRUMENT No. ARE HEREBY MADE A PART OF THIS PLAT.
SURVEYORS CERTIFICATE
I, CARDON T. PAYNE, A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF IDAHO DO
HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY DIRECTION OF THE PREMISES
DESCRIBED IN THE BOUNDARY DESCRIPTION AND SHOWN ON THIS PLAT UPON WHICH THIS
CERTIFICATION APPEARS. I FURTHER CERTIFY THAT THIS PLAT WAS PREPARED UNDER MY
DIRECTION AND THAT THE MONUMENTATION SHOWN CONFORMS WITH THAT SET ON THE
GROUND AND THAT THE PERTINENT STATUTES OF THE STATE OF IDAHO, TOGETHER WITH ALL
LOCAL ORDINANCES HAVE BEEN COMPLIED WITH.
CARDON T. PAYNE, LICENSE #18405
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