HomeMy WebLinkAboutItem #5 Cascade Falls at Harvest Springs Div 1lao"�t\
CHUBBUCK
1 0 0 H 0
Memo
To: City Council
Public Works Department
Development Services Division
290 E. Linden Avenue, Chubbuck, ID 83202
208.237.2430
www.CityofChubbuck.us
From: Sean Harris, Development Services Manager
Date: October 14, 2025
Re: Acceptance of Offer of Dedication
City staff has completed final inspection and has found that all structures and improvements
relating to the dedicated lands, streets or utilities in Cascade Falls at Harvest Springs Division 1
subdivision have been completed in accordance with City standards.
Execution of the Acceptance of Offer of Dedication is recommended.
8: Public Works �Engineering�Developments�Harvest Springs�Cascade Falls Division 1 - 2024�Acceptance of Offer�Cascade falls
at Harvest Springs Div 1 Memo to Council 10.14.2025 - DRAFT.docx
Acceptance
of
Offer of Dedication
On AUGUST 21, 2024, the final plat of CASCADE FALLS AT HARVEST SPRINGS DIVISION 1 was approved by
the Chubbuck City Council, and said plat is recorded as Instrument No. 22411063 in the official records of
Bannock County, Idaho. Said approval of the final plat does not, under the provisions of Title 17 of the
Chubbuck City Code, constitute an acceptance of the offer of dedication contained therein.
The Chubbuck City Council has found that all structures and improvements relating to the dedicated
lands, streets or utilities have been completed and approved and, directed the Mayor of the City of
Chubbuck to execute this Instrument accepting the offer of dedication contained in the final plat of
CASCADE FALLS AT HARVEST SPRINGS DIVISION 1, City Code 17.12.250. This acceptance does not relieve
the owner and/or contractor of their responsibility to guarantee the quality of the improvements for a
two year period including providing 25% of public improvement costs used as a guarantee for the two
year warranty, as provided in Chubbuck Code 17.16.070.
The City of Chubbuck hereby accepts and confirms the dedication and offer of dedication, as contained in
the final plat of CASCADE FALLS AT HARVEST SPRINGS DIVISION 1, of all streets, utilities, dedicated lands,
easements, pedestrian ways, parks and recreation areas depicted therein.
BY ORDER OF THE CITY COUNCIL OF THE CITY OF CHUBBUCK, IDAHO,
THIS DAY OF .2025
(NOTARY SEAL)
STATE OF IDAHO )
:SS
County of Bannock )
On this day of 2025,
Before me, the undersigned Notary Public, in and for
said State, personally appeared Kevin B. England - Mayor
and Joey Bowers — City Clerk, known to me to be the persons
whose names are subscribed to the within
instrument and acknowledged to me that they
executed the same.
IN WITNESS WHEREOF, I have hereunto set my
hand and affixed my official seal the day and
year first written above.
NOTARY PUBLIC - STATE OF IDAHO
Commission Expires:
Kevin B. England, Mayor
Attest:
Joey Bowers, City Clerk
B:\Public Works\Engineering\Developments\Harvest Springs\Cascade Falls Division 1- 2024\Acceptance of Offer\Cascade Falls at Harvest Springs Div 1
Acceptance_10.14.2025 - DRAFT.doc
LEMB CASCADE FALLS AT HARVEST SPRINGS - DIVISION I
34 35
FOUND SECTION CORNER AS NOTED LOCATED IN THE SOUTH HALF OF SECTION 35, TOWNSHIP 5 SOUTH, RANGE 34 EAST AND THE NORTH HALF
3 2
35 OF SECTION 2, TOWNSHIP 6 SOUTH, RANGE 34 EAST, BOISE MERIDIAN, BANNOCK COUNTY, IDAHO
FOUND 1/4 CORNER AS NOTED TEMPORARY EASEMENT FOR
2 STORMWATER RETENTION- THIS
SOUTHEAST CORNER
EASEMENT WILL TERMINATE AFTER36 1 ND
1/16 CORNER AS NOTED THE NEXT SUBDIVISION IS COMPLETED- OF SECTION 35. FOU
35 2 2" ALUMINUM CAP U
THIS EASEMENT IS RECORDED UNDER
FOUND 5/8 INCH REBAR WITH PLASTIC CAP INSTRUMENT NO. DESCRIBED IN CP&F
Q STAMPED "PLS 13933" J��\ INST- NO- 21800885
FOUND 112 INCH REBAR WITH PLASTIC CAP �o LOT f
El STAMPED "PLS 13933" n ti 1.10ACRES
■ SET 5/8 BY 24 INCH REBAR WITH 2 INCH ` �1 BLOCK 2 // "�3' HARVEST SPRINGS JV a
ALUMINUM CAP STAMPED "L5 13023" / I u'• �, INST. NO- 21905777-8 ,��,;
SET 1/2 BY 24 INCH REBAR WITH PLASTIC / / 120 OB f7 ` o/ / �O0 N
■ � 10.00' WIDE PUBLIC q /
CAP STAMPED "LS 13023' ^ o \ � 6 �8• �, �
,0j �� i ACCESS & UTILITY 0'1 SSD / / �i5•�� �, _
1-I
LOT 1' BLOCK i SUBDIVISION LOT/BLOCK NUMBER \ y �q O 6'� J EASEMENT
100.00' \
-• i SUBDIVISION BOUNDARY LINE
SUBDIVISION LOT LINES \ ``a$ r 0 , 11 /
STREET CENTERLINE=S \Js y G10 q�� / LOT2 I
f.15 ACRES
SECTION LINES /$ 10-00' WIDE PUBLIC $
ACCESS & UTILITY \ U ` �°' S0 0.0 8. 43" W 209.30'
ADJACENT PROPERTY LINES EASEMENT U \ \
4� CV
LOT i ° `
- - - - - - NEW EASEMENT SIDELINE ��, p Jam, �,'` ti
1.003 ACRES Z n, t
NEW EASEMENT CENTERLINECN N
BLOCK ,' P�y� � ° \ � � W 3:
EXISTING EASEMENT SIDELINE L" �02�� BUCK I LL
m
�`
FEMA FLOODPLAIN EXTENTS
LOT 1 04
rRJ INDICATES A RESTRICTED LOT (SEE NOTE 4) 2�$ , / �'� �q� \ \ 8p, ��9 \ \ 3.22ACRE5 a mCIO
�y
Z
TEMPORARY EASEMENT FOR STORMWATER ' / \ \ ��y �0 cq
RETENTION. THIS EASEMENT WILL S 49°28 06 E ( ,' / • J• 0.00
]i `Ps� �v \ 'ACCESS
PUBLIC
57.39'
TERMINATE AFTER THE NEXT SUBDIVISION IS / / \ �' ACCESS & UTILITY r
COMPLETED- THIS EASEMENT IS RECORDED „�\/ 50.00' �y. �A \ EASEMENT r
UNDER INSTRUMENT NO10b1 _ V / ~ \ ��/y \ ` �``
5 . ,�p0 \ \ �►� \ CD
G S 1°11'35" E til 10.00' WIDE PUBLIC ��` Z
� T
SYRMOR'S NARRAHYE
1. THE PURPOSE OF THIS SURVEY IS TO CREATE THE LOTS, BLOCKS AND STREETS
SHOWN FOR FUTURE RESIDENTIAL DEVELOPMENT -
2. THE BOUNDARIES WERE SOLVED BY LOCATING SECTION MONUMENTS AND OTHER
MARKERS FROM SURROUNDING RECORD OF SURVEYS RECORDED UNDER
INSTRUMENT NOS- 20900258, 21900101 & 21903073.
3, 30.00' WIDE TEMPORARY PUBLIC ACCESS AND UTILITY EASEMENT FOR THE
INSTALLATION AND MAINTENANCE OF A SEWER LINE- SAID EASEMENT WILL
AUTOMATICALLY TERMINATE UPON BEING PLACED WITHIN A DEDICATED
RIGHT-OF-WAY IN A FUTURE PHASE- THIS EASEMENT IS RECORDED IN THE
RECORDS OF BANNOCK COUNTY UNDER INSTRUMENT NO. 224 110&0
4, LOT 1, BLOCK 5 IS A NON -BUILDABLE LOT AND WILL BE DEDICATED AS OPEN SPACE.
SAID LOT IS TO BE OWNED AND MAINTAINED BY THE HOME OWNER'S ASSOCIATION.
5, THIS SUBDIVISION PLAT IS IN FLOOD ZONE'X': AREA OF MINIMAL FLOOD HAZARD.
TERRAVENTURE
DEVELOPMENT LTD
INST. NO. 20827102
1, o�3n 1_ 126.95 _ _ �I � LOT I S ACCESS &UTILITY `\ `Cp - I 10-00' WIDE PUBLIC 30.00'WIDE EASEMENTWATERLINE
622 ' 30.00' WiflE TEMPORARY [til EASEMENT
~- PUBLIC UTILITY AND Ilk,I UTILITY EASEMENT- SEE RECORD OF SURVEY
HARVEST SPRINGS JV ACCESS EASEMENT W BLOCK 4 ` 2�0 r�
INST. NO. 21905777-8 {SEE NOTE 3} ` �>>-
s
FEMA FLOOD ZONE W PER oi)I 9J�. CS
FIRM MAP NO. 16005CO230D 00 BLUFF POINT ROAD _
EFFECTIVE DATE: JULY 7, 2009 t„1J �"� 2,3 75 -
1 {SEE NOTE 5} ��G6
S 0"06'40" W S 89°53'05" EI � �
INST. NOS. 22406764-5 1 INST- NO. 22125512
1
-S 00°08'43" W 290.18' - - -- -� L
Q
S 00°0843" W 290.18_ _ - - C12 L2 vvw
38.13 - M1 L i
31.20' (S1 -N00 -6655`E) cpi' 3 � 3 . �rB 1 POINT OF BEGINNING 100-UU' J
N 00006'55" E 476-99' 569.04' _ _ _ / `�' `� 202.93 0.16'_ 5
- - - - - - - - � - - N 00006'55"E 848.35 � 33.28' ! J L5 - - ~�C3-
(S
� r►
►� C4 -N 00°08'43" E 290.18'--- C3
SOUTH 1116 (5I-NOOV655"E) 50.00' 38.23' 38.33' LOT 7 SOUTH 114 CORNER OF ~L4
_ _ _ _ n 09 ACRES 10.00' WIDE PUBLIC I
CORNER OF � - J SECTION 35. FOUND
SECTION 35, 120.00' ! BLOCK 5 314" IRON ROD AS UTILITY EASEMENT. +
FOUND 2" N 00106'55"00106'55"F- 1325 34' ____-___ DESC ED INC& RIB P F INST. NOS. 22406764-5 SEE RECORD OF 6
ALUMINUM CAP EXISTING 30-00' WIDE
AS DESCRIBED SEWER LINE EASEMENT SEE RECORD OF SURVEY
IN CP&F INST. PER INST. NO. 22405505 FOR ANDREW STODDARD
NO. 22024299 INST- NO- 21900101
CURVE TABLE
#
RADIUS
❑
ARC
LENGTH
TANGENT
CHORD
BEARING
CHORD
DISTANCE
C1
450.00'
5.55'45"
46.57'
23-30'
S 03°06'35" W
46.55'
C2
2050.00'
7°04'39"
253-23'
126.77'
S 03041'02" W
253.07'
C3
1950-00'
7°04'39"
240.87'
120.59'
N 0341'02" E
240-72'
C4
550.00'
4°50'54"
46.54'
23.28'
N 0203410" E
46.53'
C5
500.00'
40°19'42"
351.93'
183.61'
S 20018'34" W
344.71'
C6
25.00'
81013'40"
35.44'
21.44'
N 18°56'11" W
32-55'
C7
25.00'
87°10'41"
38.04'
23.80'
N 76051'39" E
34.47'
C8
25.00'
90000'00"
39-27'
25.00'
N 04°31'35" W
35.36'
C9
25-00'
90000'00"
39.27'
25.00'
N 85°28'25" E
35.36'
C10
25-00'
9000'00"
39.27'
25.00'
S 04'31'35" E
35-36'
C11
25-00'
9000'00"
39.27'
25.00'
S 8528'25" W
35.36'
C12
2000.00'
7004'39"
247.05'
123.68'
S 03°41'02" W
245.89'
(S1- N 00 0655" E)
(S2- 500-06-55- w)
TEMPORARY EASEMENT FOR STORMWATER
RETENTION. THIS EASEMENT WILL TERMINATE
AFTER THE NEXT SUBDIVISION IS COMPLETED.
THIS EASEMENT IS RECORDED UNDER
INSTRUMENT NO. 27-141 to LZ
LINE TABLE
#
BEARING
DISTANCE
(REFERENCES)
L1
S 07°13'22" W
51.00'
L2
N 42°07'19" W
14.38'
(S3 -N42°07 -19"w)
L3
S 89°0646" W
89.99'
(S3 -599°0652"w)
L4
N 07°13'22" E
54.32'
L5
N 89°51'17" W
2.85'
L6
N 07°13'22" E
47.19'
L7
S 42°07'19" E
108.74'
(S3-N42°0719"w 108.74)
L8
S 4735'44" W
67.43'
(S3 - S 473550" w 6743)
CHRISTOPHER YOUNG
FREED FAMILY TRUST
INST- NO- 22122552
I INST- NO- 20520350 SURVEY FOR CITY
TERRAVENTURE
HOLDINGS LTD
INST- NO. 20816819
BASIS OF BEARING
THE SOUTH LINE OF SECTION 35 WAS ASSUMED TO BE
N 8951'17" W BETWEEN THE SOUTH 114 CORNER AND
THE SOUTHEAST CORNER PER CITY OF CHUBBUCK
DATUM BASED ON THE CENTRAL MERIDIAN OF IDAHO
STATE PLANE EAST ZONE COORDINATE SYSTEM.
REFERENCE BCCONEHTS
DISTANCE AND BEARING PER RECORD OF SURVEY FOR
(51"1 THE ADAMS COMPANY (RECORD INST. NO. 20900258)
($2-) DISTANCE AND BEARING PER RECORD OF SURVEY FOR
ANDREW STODDARD (RECORD INST- NO- 21900101)
GRAPHIC SCALE
100 0 50 100
i IN FE=1 ]
1 inch = 100'
4
DISTANCE AND BEARING PER RECORD OF SURVEY FOR rj302 0
(S3-) CITY OF CHUBBUCK (RECORD INST- NO. 21903073) y S�iZ`f 2
yT 4 TF pF l�Q �<c.
T'S'FW S. BP
OF CHUBBUCK ' r
INST- NO- 21903073
C09#7'RECOROF)M CERTIFICATE
instrument. 91 22411063
Bannock County Pocatello, Idaho
10/09/2024 02:54;20 PM No. of Pages' 2
Recorded for: SUNRISE ENGINEERING
Jason C. Dixon Fee $11-00
Deputy: lbrower
CASCADE FALLS AT HARVEST SPRINGS - DIVISION 1
LOCATED IN THE SOUTH HALF OF SECTION 35, TOWNSHIP 5 SOUTH, RANGE 34 EAST AND THE NORTH HALF
OF SECTION 2, TOWNSHIP 6 SOUTH, RANGE 34 EAST, BOISE MERIDIAN, BANNOCK COUNTY, IDAHO
ROYNOARYDESCRIPTION
A PARCEL OF LAND LOCATED IN THE SOUTH HALF OF SECTION 35, TOWNSHIP 5 SOUTH, RANGE 34 EAST
AND THE NORTH HALF OF SECTION 2, TOWNSHIP 6 SOUTH, RANGE 34 EAST, BOISE MERIDIAN, BANNOCK
COUNTY, IDAHO, DESCRIBED MORE PARTICULARLY AS FOLLOWS:
BEGINNING AT THE SOUTH 1/4 CORNER OF SECTION 35, BEING MONUMENTED BY A 3/4" IRON ROD AS
DESCRIBED IN CORNER PERPETUATION AND FILING INST. NO. 20520350; THENCE NORTH 0006155" EAST,
FOLLOWING ALONG THE MERIDIONAL CENTERLINE OF SECTION 35, A DISTANCE OF 848.35 FEET TO A POINT
BEING MONUMENTED BY A 5/8" REBAR WITH 2" ALUMINUM CAP STAMPED "LS 13023";
THENCE SOUTH 89°53'09" EAST, LEAVING THE MERIDIONAL CENTERLINE OF SECTION 35, A DISTANCE OF
284.17 FEET TO A POINT BEING MONUMENTED BY A 5/8" REBAR WITH 2" ALUMINUM CAP STAMPED "LS 13023"
THENCE NORTH 40°28'25" EAST A DISTANCE OF 258.41 FEET TO A POINT BEING MONUMENTED BY A 5/8"
REBAR WITH 2" ALUMINUM CAP STAMPED "LS 13023",
THENCE SOUTH 49°31'35" EAST A DISTANCE OF 582.78 FEET TO A POINT BEING MONUMENTED BY A 5/8"
REBAR WITH 2" ALUMINUM CAP STAMPED "LS 13023";
THENCE SOUTH 40°28'25" WEST A DISTANCE OF 602.14 FEET TO A POINT BEING MONUMENTED BY A 5/8"
REBAR WITH 2" ALUMINUM CAP STAMPED "LS 13023";
THENCE SOUTH 00°08'43" WEST A DISTANCE OF 209.30 FEET TO A POINT ON THE SOUTH LINE OF SECTION
35, BEING MONUMENTED BY A 5/8" REBAR WITH 2" ALUMINUM CAP STAMPED "LS 13023",
THENCE NORTH 89°51'17" WEST, FOLLOWING ALONG SAID SOUTH LINE OF SECTION 35, A DISTANCE OF
402.26 FEET TO A POINT BEING MONUMENTED BY A 5/8" REBAR WITH 2" ALUMINUM CAP STAMPED "LS 13023",
ALSO BEING A POINT OF NON -TANGENCY WITH A 450.00 -FOOT -RADIUS CURVE WHOSE CENTER BEARS
SOUTH 83°55'32" EAST;
THENCE LEAVING THE SOUTH LINE OF SECTION 35 AND FOLLOWING ALONG SAID CURVE IN A
COUNTER -CLOCKWISE DIRECTION THROUGH A CENTRAL ANGLE OF 05°55145" FOR AN ARC LENGTH OF 46.57
FEET (THE CHORD OF SAID CURVE BEARS SOUTH 03°06'35" WEST A DISTANCE OF 46.55 FEET) TO A POINT
OF TANGENCY MONUMENTED BY A 5/8" REBAR WITH 2" ALUMINUM CAP STAMPED "LS 13023",
THENCE SOUTH 00°08'43" WEST A DISTANCE OF 290.18 FEET TO A 5/8" REBAR WITH 2" ALUMINUM CAP
STAMPED "LS 13023", ALSO BEING A POINT OF TANGENCY WITH A 2050.00 -FOOT -RADIUS CURVE WHOSE
CENTER BEARS NORTH 89°51'17" WEST;
THENCE FOLLOWING SAID CURVE IN A CLOCKWISE DIRECTION THROUGH A CENTRAL ANGLE OF 07°04139"
FOR AN ARC LENGTH OF 253.23 FEET (THE CHORD OF SAID CURVE BEARS SOUTH 03°41'02" WEST A
DISTANCE OF 253.07 FEET) TO A POINT OF TANGENCY MONUMENTED BY A 5/8" REBAR WITH 2" ALUMINUM
CAP STAMPED "LS 13023";
THENCE SOUTH 07°13'22" WEST A DISTANCE OF 51.00 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE
OF NEW DAY PARKWAY AS DESCRIBED IN RECORD OF SURVEY INST. NO. 21903073, POINT BEING
MONUMENTED BY A 5/8" REBAR WITH 2" ALUMINUM CAP STAMPED "LS 13023";
THENCE FOLLOWING ALONG THE NORTH RIGHT-OF-WAY LINE OF NEW DAY PARKWAY FOR THE FOLLOWING
TWO (2) COURSES:
1. NORTH 42°07'19" WEST A DISTANCE OF 14.38 FEET TO A 5/8" REBAR WITH 2" ALUMINUM CAP STAMPED
"LS 13023";
2. SOUTH 89°06'46" WEST A DISTANCE OF 89.99 FEET TO A 5/8" REBAR WITH 2" ALUMINUM CAP STAMPED
"LS 13023";
THENCE NORTH 07°13'22" EAST, LEAVING THE NORTH RIGHT-OF-WAY LINE OF NEW DAY PARKWAY, A
DISTANCE OF 54.32 FEET TO A 5/8" REBAR WITH 2" ALUMINUM CAP STAMPED "LS 1302311, ALSO BEING A
POINT OF TANGENCY WITH A 1950.00 -FOOT -RADIUS CURVE WHOSE CENTER BEARS NORTH 82°46'38" WEST;
THENCE FOLLOWING SAID CURVE IN A COUNTER -CLOCKWISE DIRECTION THROUGH A CENTRAL ANGLE OF
07°04'39" FOR AN ARC LENGTH OF 240.87 FEET (THE CHORD OF SAID CURVE BEARS NORTH 0341'02" EAST A
DISTANCE OF 240.72 FEET) TO A POINT OF TANGENCY MONUMENTED BY A 5/8" REBAR WITH 2" ALUMINUM
CAP STAMPED "LS 13023",
THENCE NORTH 00°08'43" EAST A DISTANCE OF 290.18 FEET TO A 5/8" REBAR WITH 2" ALUMINUM CAP
STAMPED "LS 13023", ALSO BEING A POINT OF TANGENCY WITH A 550.00 -FOOT -RADIUS CURVE WHOSE
CENTER BEARS SOUTH 89°51'17" EAST;
THENCE FOLLOWING SAID CURVE IN A CLOCKWISE DIRECTION THROUGH A CENTRAL ANGLE OF 04°50'54"
FOR AN ARC LENGTH OF 46.54 FEET (THE CHORD OF SAID CURVE BEARS NORTH 02°34'10" EAST A DISTANCE
OF 46.53 FEET) TO A POINT OF NON -TANGENCY ON THE SOUTH LINE OF SECTION 35, BEING MONUMENTED
BY A 5/8" REBAR WITH 2" ALUMINUM CAP STAMPED "LS 13023";
THENCE NORTH 89°51'17" WEST, ALONG THE SOUTH LINE OF SECTION 35, A DISTANCE OF 2.85 FEET TO THE
POINT OF BEGINNING.
OWNER'S CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF THE TRACT OF LAND DESCRIBED IN
THE BOUNDARY DESCRIPTION, HAVE CAUSED THE SAME TO BE SUBDIVIDED INTO BLOCKS, LOTS AND A STREETS TO BE
HEREAFTER KNOWN AS CASCADE FALLS AT HARVEST SPRINGS - DIVISION 1. WE, THE OWNERS, INTEND TO INCLUDE
ALL OF THE LAND DESCRIBED IN THE BOUNDARY DESCRIPTION IN THIS PLAT. THE LOCATION AND DIMENSIONS OF THE
BLOCKS, LOTS 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 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 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.
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 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.
HARVEST SPRINGS JV
KEVIN LOVELAND
VIEW POINTE
DEVELOPMENTS, LLC
(MEMBER)
ACZYOWLEOCMENT
RY S. SATTERFIELD
TTERFIELD REALTY
& DEVELOPMENT, INC.
(PRESIDENT)
STATE OF IDAHO, COUNTY OF 1 1
STEVEN K. FREI
SATTERFIELD REALTY
& DEVELOPMENT, INC.
(SECRETARY)
ON THIS DAY OF -f-CA IN THE YEAR 20 9-Y , BEFORE ME 9,Ce4 TVIK; nj , A NOTARY PUBLIC,
PERSONALLY APPEARED KEVIN LOVELAND, KNOWN OR IDENTIFIED TO ME TO BE A MEMBER OF VIEW POINTE
DEVELOPMENTS, LLC THAT EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY COMPANY AND
ACKNOWLEDGED TO ME THAT SUCH LIMITED LIABILITY COMPANY EXECUTED THE SAME.
T --
NOTARY PIZIBEIC
ACXNOWZF=NFNT
STATE OF IDAHO, COUNTY OF 61twiaG1k.
CULINARY WATER
THIS SUBDIVISION IS ELIGIBLE TO RECEIVE WATER FROM THE EXISTING CITY OF CHUBBUCK
MUNICIPAL WATER SYSTEM.
IRRIGATION WATER R/6HTS STATEMENT
DELIVERY OF IRRIGATION WATER TO INDIVIDUAL LOTS FROM A PRIVATE SOURCE HAS
BEEN DONE IN COMPLIANCE WITH CITY OF CHUBBUCK CODE SECTION 16.12.230.
PROPERTY OWNERS WILL BE OBLIGATED FOR ASSESSMENTS THROUGH THE CITY OF
CHUBBUCK.
SANITARYRESTRICTIONS
SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN SATISFIED
BASED ON DEPARTMENT OF ENVIRONMENTAL QUALITY REVIEW AND APPROVAL FOR THE DESIGN
PLANS AND SPECIFICATIONS AND THE CONDITIONS IMPOSED ON THE DEVELOPER FOR CONTINUED
SATISFACTION OF SANITARY RESTRICTIONS. WATER AND SEWER LINES 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 ACE TIFICATE OF DISAPPROVAL.
DATE:g 9�—�O�-f HEALTH DISTRICT SIGNATURE:
C/7Y'OFCHU88UCX
THE PLAT ON WHICH THIS CERTIFICATION APPEARS HAS BEEN APPROVED BY THE CITY OF
CHUBBUCK, ID O, THIS Z ?� DAY OF & U S -r '202,
-&- r1jj -
KEVIN ENGLAND, YOR JO S, CITY CLERK
BRIDGE"ORRI$ON, CITY ENGINEER PE NO. 12510
COUNTPREY/EWINC SUR(FYOR'S CERTIFICATE
1, STEWART K. WARD, A LICENSED LAND SURVEYOR IN AND FOR BANNOCK COUNTY, IDAHO, DO
HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND COMPUTATIONS SHOWN HEREON, AND
HAVE DETERMINED THAT THE REQUIREMENT OF IDAHO CODE 50-1305 HAVE BEEN MET, AND I
APPROVE THE SAME FOR FILING THIS DAY OF Ocr 202Y.
eo, "Z-4�
STEWART K. WARD PLS NO. 15295
REVIEWING SURVEYOR
COIINTY'TREASI/RER'S CERTIFICATE
PURSUANT TO 50-1308, IDAHO CODE. I, JENNIFER CLARK, DO HEREBY CERTIFY THAT ALL
COUNTY PROPERTY TAXES DUE ON THE PROPERTY BEING SUBDIVIDED, BOTH DELINQUENT
< '-T L AND CURRENT, HAVE BEEN PAID IN FULL.
ON THIS DAY OF IN THE YEAR 20�, BEFORE ME JGOTj sl'lKrA NOTARY PUBLIC,
PERSONALLY APPEARED SATTERFIELD, KNOWN OR IDENTIFIED TO ME TO BE THE PRESIDENT FOR SATTERFIELD THROUGH IO " 'j17'a+'l
REALTY AND DEVELOPMENT, INC. (AN IDAHO CORPORATION). THE CORPORATION THAT EXECUTED THE FOREGOING
INSTRUMENT AND ACKNOWLEDGED TO ME THAT THEY EXECUTED THE SAME ON BEHALF OF THE CORPORATION.
Ai7kAnI.- bNNIFER CLARKI ` 1 ��� DATE
NOTARY P LIC Ys4. -.,
FNOTARY
TT JENKINS
RESIDING IN iIAd c. COUNTY, STATE OF IDAHO. ISSION # LI?r75?.
PUBLIC
MY COMMISSION EXPIRES DAY OF Nu V 20-M•E OF IDAHO
ON EXPIRES 11/01/2029
CONTAINING 15.43 ACRES, MORE OR LESS. ACXNOW1Efl6MENT
STATE OF IDAHO, COUNTY OF bah ILK
ON THIS DAY OF Sep IN THE YEAR 20�, BEFORE ME J C*4+ %%10 A NOTARY PUBLIC,
PERSONALLY APPEARED STtVEN K. FREI, KNOWN OR IDENTIFIED TO ME TO BE THE SECRETARY FOR SATTERFIELD
REALTY AND DEVELOPMENT, INC. (AN IDAHO CORPORATION). THE CORPORATION THAT EXECUTED THE FOREGOING
S11RYFY0B'SCERTIFICATE INSTRUMENT AND ACKNOWLEDGED TO ME THAT THEY EXECUTED THE SAME ON BEHALF OF THE CORPORATION.
1, MATTHEW S. BAKER, A DULY LICENSED LAND SURVEYOR IN THE STATE OF IDAHO, DO HEREBY "'
CERTIFY THAT A SURVEY WAS MADE UNDER MY DIRECTION OF THE PREMISES DESCRIBED IN NOTARY PU LIC FN
TT JENI<,,N p
SSION # 5875> �
THE BOUNDARY DESCRIPTION AND SHOWN ON THIS PLAT UPON WHICH THIS CERTIFICATION RESIDING IN Ah COUNTY, STATE OF IDAHO. �� Y PL'OLI%
APPEARS. I FURTHER CERTIFY THAT THIS PLAT WAS PREPARED UNDER MY DIRECTION AND MY COMMISSION EXPIRES �_ DAY OF JilpV 20 4"°"'-
s t7r ITHAT THE MONUMENTATION SHOWN CONFORMS WITH THAT SET ON THE GROUND AND THAT ON EXPi E THE PERTINENT STATUTES OF THE STATE OF IDAHO, TOGETHER WITH ALL LOCAL ORDINANCES
HAVE BEEN COMPLIED WITH. BECLARAJ70N OFCOYENANTS, CONOITIONSANO RESTRICTIONS
�p,L LAMO
�jNO 1STfRF SGS ARE RECORDED AS INSTRUMENT NUMBER 2Z'4f1O59 AND ARE HEREBY MADE
, � fglA q APART OF THE PLAT
MATTHEW S. BAKERX3023 O DATE
�-7D AEYElOPMENTACREEMENT
THE CITY OF CHUBBUCK DEVELOPMENT AGREEMENT RECORDED AS INST. NO. � Z 410 09 p
T"9TEOFI�A���� ARE HEREBY MADE PART OF THIS PLAT.
S gP
COUNTY RECORDER'S CERTIFICATE
Instrument N 22411063
Bannock County Pocatello, Idaho
10/09/2024 02:64:20 PM No. of Pages: 2
Recorded for: SUNRISE ENGINEERING
Jason G. Dixon Fee: $11.00
Deputy: jbrowerLLW
SCOTT JENKINS
Dann
N 58752
`DM #AF2Y
RESIDING IN ux COUNTY, STATE OF IDAHO.
MY COMMISSION EXPIRES DAY OF Af0 V 20_M.
NOTARYPUBLIC
STATE OF IDAHO
—t—
MY COMMISSICigid EXPIRES 11/01/2029
ACXNOWZF=NFNT
STATE OF IDAHO, COUNTY OF 61twiaG1k.
CULINARY WATER
THIS SUBDIVISION IS ELIGIBLE TO RECEIVE WATER FROM THE EXISTING CITY OF CHUBBUCK
MUNICIPAL WATER SYSTEM.
IRRIGATION WATER R/6HTS STATEMENT
DELIVERY OF IRRIGATION WATER TO INDIVIDUAL LOTS FROM A PRIVATE SOURCE HAS
BEEN DONE IN COMPLIANCE WITH CITY OF CHUBBUCK CODE SECTION 16.12.230.
PROPERTY OWNERS WILL BE OBLIGATED FOR ASSESSMENTS THROUGH THE CITY OF
CHUBBUCK.
SANITARYRESTRICTIONS
SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN SATISFIED
BASED ON DEPARTMENT OF ENVIRONMENTAL QUALITY REVIEW AND APPROVAL FOR THE DESIGN
PLANS AND SPECIFICATIONS AND THE CONDITIONS IMPOSED ON THE DEVELOPER FOR CONTINUED
SATISFACTION OF SANITARY RESTRICTIONS. WATER AND SEWER LINES HAVE BEEN COMPLETED AND
SERVICES CERTIFIED AS AVAILABLE. SANITARY RESTRICTIONS MAY BE REIMPOSED, IN ACCORDANCE
WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF ACE TIFICATE OF DISAPPROVAL.
DATE:g 9�—�O�-f HEALTH DISTRICT SIGNATURE:
C/7Y'OFCHU88UCX
THE PLAT ON WHICH THIS CERTIFICATION APPEARS HAS BEEN APPROVED BY THE CITY OF
CHUBBUCK, ID O, THIS Z ?� DAY OF & U S -r '202,
-&- r1jj -
KEVIN ENGLAND, YOR JO S, CITY CLERK
BRIDGE"ORRI$ON, CITY ENGINEER PE NO. 12510
COUNTPREY/EWINC SUR(FYOR'S CERTIFICATE
1, STEWART K. WARD, A LICENSED LAND SURVEYOR IN AND FOR BANNOCK COUNTY, IDAHO, DO
HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND COMPUTATIONS SHOWN HEREON, AND
HAVE DETERMINED THAT THE REQUIREMENT OF IDAHO CODE 50-1305 HAVE BEEN MET, AND I
APPROVE THE SAME FOR FILING THIS DAY OF Ocr 202Y.
eo, "Z-4�
STEWART K. WARD PLS NO. 15295
REVIEWING SURVEYOR
COIINTY'TREASI/RER'S CERTIFICATE
PURSUANT TO 50-1308, IDAHO CODE. I, JENNIFER CLARK, DO HEREBY CERTIFY THAT ALL
COUNTY PROPERTY TAXES DUE ON THE PROPERTY BEING SUBDIVIDED, BOTH DELINQUENT
< '-T L AND CURRENT, HAVE BEEN PAID IN FULL.
ON THIS DAY OF IN THE YEAR 20�, BEFORE ME JGOTj sl'lKrA NOTARY PUBLIC,
PERSONALLY APPEARED SATTERFIELD, KNOWN OR IDENTIFIED TO ME TO BE THE PRESIDENT FOR SATTERFIELD THROUGH IO " 'j17'a+'l
REALTY AND DEVELOPMENT, INC. (AN IDAHO CORPORATION). THE CORPORATION THAT EXECUTED THE FOREGOING
INSTRUMENT AND ACKNOWLEDGED TO ME THAT THEY EXECUTED THE SAME ON BEHALF OF THE CORPORATION.
Ai7kAnI.- bNNIFER CLARKI ` 1 ��� DATE
NOTARY P LIC Ys4. -.,
FNOTARY
TT JENKINS
RESIDING IN iIAd c. COUNTY, STATE OF IDAHO. ISSION # LI?r75?.
PUBLIC
MY COMMISSION EXPIRES DAY OF Nu V 20-M•E OF IDAHO
ON EXPIRES 11/01/2029
CONTAINING 15.43 ACRES, MORE OR LESS. ACXNOW1Efl6MENT
STATE OF IDAHO, COUNTY OF bah ILK
ON THIS DAY OF Sep IN THE YEAR 20�, BEFORE ME J C*4+ %%10 A NOTARY PUBLIC,
PERSONALLY APPEARED STtVEN K. FREI, KNOWN OR IDENTIFIED TO ME TO BE THE SECRETARY FOR SATTERFIELD
REALTY AND DEVELOPMENT, INC. (AN IDAHO CORPORATION). THE CORPORATION THAT EXECUTED THE FOREGOING
S11RYFY0B'SCERTIFICATE INSTRUMENT AND ACKNOWLEDGED TO ME THAT THEY EXECUTED THE SAME ON BEHALF OF THE CORPORATION.
1, MATTHEW S. BAKER, A DULY LICENSED LAND SURVEYOR IN THE STATE OF IDAHO, DO HEREBY "'
CERTIFY THAT A SURVEY WAS MADE UNDER MY DIRECTION OF THE PREMISES DESCRIBED IN NOTARY PU LIC FN
TT JENI<,,N p
SSION # 5875> �
THE BOUNDARY DESCRIPTION AND SHOWN ON THIS PLAT UPON WHICH THIS CERTIFICATION RESIDING IN Ah COUNTY, STATE OF IDAHO. �� Y PL'OLI%
APPEARS. I FURTHER CERTIFY THAT THIS PLAT WAS PREPARED UNDER MY DIRECTION AND MY COMMISSION EXPIRES �_ DAY OF JilpV 20 4"°"'-
s t7r ITHAT THE MONUMENTATION SHOWN CONFORMS WITH THAT SET ON THE GROUND AND THAT ON EXPi E THE PERTINENT STATUTES OF THE STATE OF IDAHO, TOGETHER WITH ALL LOCAL ORDINANCES
HAVE BEEN COMPLIED WITH. BECLARAJ70N OFCOYENANTS, CONOITIONSANO RESTRICTIONS
�p,L LAMO
�jNO 1STfRF SGS ARE RECORDED AS INSTRUMENT NUMBER 2Z'4f1O59 AND ARE HEREBY MADE
, � fglA q APART OF THE PLAT
MATTHEW S. BAKERX3023 O DATE
�-7D AEYElOPMENTACREEMENT
THE CITY OF CHUBBUCK DEVELOPMENT AGREEMENT RECORDED AS INST. NO. � Z 410 09 p
T"9TEOFI�A���� ARE HEREBY MADE PART OF THIS PLAT.
S gP
COUNTY RECORDER'S CERTIFICATE
Instrument N 22411063
Bannock County Pocatello, Idaho
10/09/2024 02:64:20 PM No. of Pages: 2
Recorded for: SUNRISE ENGINEERING
Jason G. Dixon Fee: $11.00
Deputy: jbrowerLLW