HomeMy WebLinkAboutItem #4 Reflection Ridge Div. 11L-rIl•�
Public Works Department
PO Box 5604-5160 Yellowstone Avenue, Chubbuck, ID 83202
208.237.2430 — Fax 208.237.2409
www.CitVofChubbud(.us
To: City Council
From: Sean Harris — Development Services Manager
Date: October 18, 2022
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 Reflection Ridge at Harvest Springs —
Division 1 Subdivision have been completed in accordance with City standards.
Execution of the Acceptance of Offer of Dedication is recommended.
Acceptance
of
Offer of Dedication
1. On AUGUST 5, 2020, the final plat of REFLECTION RIDGE AT HARVEST SPRINGS —DIVISION 1 was
approved by the Chubbuck City Council, and said plat is recorded as Instrument No. 2201427 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.
2: 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
REFLECTION RIDGE 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 three year period as provided in Chubbuck Code 17.16.070.
3. The City of Chubbuck hereby accepts and confirms the dedication and offer of dedication, as contained in
the final plat of REFLECTION RIDGE 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 DAYOF 2022
STATE OF IDAHO )
:SS
County of Bannock )
On this day of 2022,
Before me, the undersigned Notary Public, in and for
said State, personally appeared Kevin B. England
and Joey Bowers, 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:
MAYOR
Attest:
Joey Bowers, City Clerk
C:\Users\ibowers\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\2P21WSB6\Reflection Ridge Div 1 Acceptance-10.18.22.doc
NORTHWEST CORNER
OF SECTION 35. FOUND
RAILROAD SPIKE AS
DESCRIBED IN CP&F
INST. NO. 20520343
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REFLECTION RIDGE AT HARVEST SPRINGS - DIVISION 1
LOCATED IN THE NORTHWEST 1/4 OF SECTION 35, TOWNSHIP 5 SOUTH, RANGE 34
EAST, BOISE MERIDIAN, BANNOCK COUNTY, IDAHO
C1 N 89036'26" E 509.60' C2 �■
HARVEST SPR/NGS BOULEVARDfflmmE 395
S 83°47'05" 56, . - 20.00'
S 89°36'26�W 5p9.60' _ - _ _ _ _ _ _
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100.00' 233.30' _ o5 W 395_27, 1
1
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(+� 8 / 1 O, i5 ACRES o V 1
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to
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S 84°51'31" E 1 - - 116.97' - - -
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1 II I I 00
z 1 N 99.00 23.06' 22' I ■ 1 J
N N 22' �r N 86°57'51" 37.70' 0,21 ACRES L1
I S 88°30'01" E o; I 2 - 77.04'- - BLOCK 7 I� V _M I W I 101.70' I
0 161.63' I o 0,23 ACRES o SEE NOTE 7 I U I 2 87°26'23" W I NI ■M
S
o 22.00 Q d o.faacREs I I rn BLOCK 10 J
Z I �i I I N 2 - L I
I- 00 BLOCK 6 1 1 ■ -_ I ■ , (.0 BLOCK 8 Lo I I 0.15 ACRES Iv co ■
7 M I S 88050'57"W 149.77 y
I oI 99.00' I co I 117 ? 50.
0.35 ACRES N I I J V 25' 1 ■ BLOCK 9 ' ��
I I~ 01 � .51' - 11' 11� 25' 149.00 6, 25 25 I 5
Z I C12 ILO S 88°32'49" W 139.51' ■ S 85°01 47 W V' 0 10� 0' , i S 77°56 2
ow 123.50
70 62' 172.55' 14.64 I 30' ■ 30' •U �1 7g°1Q'S0 W C3 REFLECTION RIDGE AT
S
l N 89024'54" W 243.17' L6HARVEST SPRINGS - DIVISION 1
I I
I TEMPORARY 60.00' WIDE LOCATED IN THE NORTHWEST 1/4 OF SECTION 35, TOWNSHI
POINT OF BEGINNING I ��PUBLIC UTILITY EASEMENT cnI ITu [znnlr_G'1A GocT QnIQ� nnGRInIOnI (nI InITV
S89045-56" E 1061.44'
GRAPHIC SCALE
60 0 30 60
34 WEST 1/4 CORNER OF
SECTION 35. FOUND 1/2" (IN FEET)
35 REBAR WITH PLASTIC 1 inch = 60'
CAP STAMPED "LS 2341"
AS DESCRIBED IN CP&F
INST. NO. 20520348
ENGI NE
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NORTH oP /7
F OF
CORN E \-\50�
BASIS 0FBEARIN6
THE WEST LINE OF SECTION 35 WAS ASSUMED TO BE
SOUTH 0014'10" WEST BETWEEN THE NORTHWEST CORNER
AND THE WEST 1/4 CORNER PER CITY OF CHUBBUCK
DATUM BASED ON THE CENTRAL MERIDIAN OF IDAHO
STATE PLANE EAST ZONE COORDINATE SYSTEM.
RECORDING INSTRUMENT NUMBER
REFLECTION RIDGE AT HARVEST SPRINGS - DIVISION 1
LINE TABLE
#
BEARING
DISTANCE
L1
N 83°27'20" W
19.47'
L2
S 06°32'40" W
31.83'
L3
S 02°45'35" E
27.65'
L4
S 01°27'11" E
26.36'
L5
S 01'29'04" E
19.83'
L6
S 85°54'12" W
60.00'
L7
S 00°23'34" E
28.08'
CURVE TABLE
#
RADIUS
A
ARC
LENGTH
TANGENT
CHORD
BEARING
CHORD
DISTANCE
Cl
550.00'
3°30'35"
33.69'
16.85'
S 88°38'17" E
33.69'
C2
1050.00'
6°36'29"
121.10'
60.62'
S 87°05'19" E
121.03'
C3
253.00'
1'14'30"
5.48'
2.74'
N 11'26'25" W
5.48'
C4
376.50'
5°50'57"
38.44'
19.23'
N 07°53'41" W
38.42'
C5
525.50'
3°24'01"
31.19'
15.60'
N 03°16'11" W
31.18'
C6
270.00'
2°31'36"
11.91'
5.95'
S 02°44'52" E
11.91'
C7
600.00'
4°02'45"
42.37'
21.19'
S 88°22'12" E
42.36'
C8
1000.00'
6°36'29"
115.33'
57.73'
N 87°05'20" W
115.27'
C9
300.00'
22°15'25"
116.54'
59.01'
N 10°44'08" E
115.81'
C10
300.00'
11°50'03"
61.96'
31.09'
S 15°56'49" W
61.85'
C11
300.00'
11°30'52"
60.29'
30.25'
S 04°16'22" W
60.19'
C12
300.00'
2°32'07"
13.27'
6.64'
S 02°45'07" E
13.27'
C13
500.50'
11°30'49"
100.58'
50.46'
S 00°47'13" W
100.41'
C14
365.50'
17°21'50"
110.77'
55.81'
S 02°08'15" E
110.34'
C15
228.00'
18°36'21"
74.04'
37.35'
S 02°45'30" E
73.71'
C16
20.00'
99°39'08"
34.79'
23.69'
N 40°34'00" W
30.56'
C17
20.00'
83°07'18"
29.01'
17.73'
S 48°02'47" W
26.54'
C18
20.00'
90°19'45"
31.53'
20.12'
N 38°37'13" W
28.37'
C19
20.00'
89°40'15"
31.30'
19.89'
S 51'22'47" W
28.20'
C20
10.00'
97°56'53"
17.10'
11.49'
N 34°07'04" W
15.09'
C21
10.00'
89°48'24"
15.67'
9.97'
S 52°00'19" W
14.12'
C22
20.00'
93°29'08"
32.63'
21.26'
S 36°42'46" E
29.13'
C23
20.00'
87°11'36"
30.44'
19.04'
S 52°56'37" W
27.58'
C24
20.00'
89°59'57"
31.42'
20.00'
N 38°27'21" W
28.28'
C25
20.00'
90°00'03"
31.42'
20.00'
S 51'32'39" W
28.28'
C26
20.00'
90°00'00"
31.42'
20.00'
N 51'32'40" E
28.28'
C27
20.00'
90°00'00"
31.42'
20.00'
S 38°27'20" E
28.28'
C28
20.00'
90°00'00"
31.42'
20.00'
N 38°27'20" W
28.28'
C29
20.00'
90°00'00"
31.42'
20.00'
S 51'32'40" W
28.28'
LOCATED IN THE NORTHWEST 1/4 OF SECTION 35, TOWNSHIP 5 SOUTH, RANGE 34
EAST, BOISE MERIDIAN, BANNOCK COUNTY, IDAHO
SMEM'S NARRATME
1. THE PURPOSE OF THIS SUBDIVISION PLAT IS TO CREATE NEW LOTS FOR
RESIDENTIAL DEVELOPMENT.
2. THE WEST BOUNDARY LINE IS THE ORIGINAL CENTER OF THE HILINE CANAL
AS SHOWN ON RECORD OF SURVEY FOR THE ADAMS COMPANY (INST. NO.
20900258). THE NORTH, EAST AND SOUTH BOUNDARY LINES ARE NEW
DELINEATIONS.
3. EASEMENTS ARE 10' WIDE AND ARE FOR PUBLIC UTILITIES, DRAINAGE AND
ROADWAY SLOPES UNLESS OTHERWISE NOTED.
4. (R1) INDICATES A RESTRICTION ON LOT 1, BLOCK 5. THIS LOT SHALL HAVE NO
DIRECT VEHICULAR ACCESS ONTO HARVEST SPRINGS BOULEVARD.
5. LOT 1, BLOCK 1 WILL BE DEDICATED TO THE CITY OF CHUBBUCK FOR A
RECREATION PARK, DRAINAGE CONTROL AND ANY OTHER PURPOSE
DEEMED APPROPRIATE BY THE CITY COUNCIL. SAID LOT IS TO BE
COVERED IN ITS ENTIRETY BY A PUBLIC UTILITY EASEMENT.
6. PURSUANT TO U.S. DOI-BIA, FORT HALL IRRIGATION PROJECT PERMIT NO.
2020-029, DATED 3/14/2020, THE LOCATION OF THE FORT HALL MAIN CANAL
IS BEING RE -DEFINED TO THE LOCATION SHOWN.
7. THESE AREAS TO BE COVERED BY A SHARED ACCESS (INGRESS AND
EGRESS) EASEMENT AS WELL AS A PUBLIC UTILITY EASEMENT BENEFITING
THOSE LOTS ADJACENT TO THE AREAS SHOWN.
8. BLOCKS 1, 5 AND 10 WILL ACCESS GARAGES FROM THE STREETS. BLOCKS 2,
3, 4, 6, 7, 8 AND 9 WILL ACCESS GARAGES FROM FROM THE ALLEYS.
ALLEYS ARE KNOWN AS ARTESIAN LANE AND BEACON LANE.
9. THIS DEVELOPMENT WILL HAVE ACCESS TO HILINE ROAD PER EASEMENT
RECORDED UNDER INSTRUMENT NO. 21213965.
10. PUBLIC UTILITY EASEMENTS ALONG HARVEST SPRINGS BOULEVARD,
REFLECTION RIDGE DRIVE, AUTUMN BROOK LANE, SUGAR CREEK STREET
AND ROLLING HILLS LOOP ARE 10' WIDE UNLESS OTHERWISE NOTED.
PUBLIC UTILITY EASEMENTS ALONG THE ALLEYS KNOWN AS ARTESIAN
LANE AND BEACON LANE ARE 5' WIDE UNLESS OTHERWISE NOTED.
11. LOT 9, BLOCK 3 WILL BE DEDICATED TO THE HOMEOWNER'S ASSOCIATION.
SAID LOT IS TO BE COVERED IN ITS ENTIRETY BY A PUBLIC UTILITY
EASEMENT.
/RR/GAT/0N WATER STATEMENT
ALTHOUGH THE PROPERTY INCLUDED IN THIS SUBDIVISION IS LOCATED
WITHIN THE BOUNDARIES OF A DOI/BIA IRRIGATION PROJECT, LOTS WITHIN
THIS SUBDIVISION HAVE RELINQUISHED THEIR RIGHTS TO UTILIZE PROJECT
WATER. AS SUCH, NO IRRIGATION WATER WILL BE RECEIVED BY THE
AFOREMENTIONED SUBDIVISION.
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.
DOI/BIA REPRESENTATIVE DATE
SAN/TARY RESTR/CT/ONS
SANITARY RESTRICTION AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE
BEEN SATISFIED. SANITARY RESTRICTION MAY BE REIMPOSED, IN ACCORDANCE WITH
SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL.
DATE: HEALTH DISTRICT SIGNATURE:
Z
'PROJECT
LOCATION
J__ 1 / \�
y
LEGEND
SECTION CORNER AS NOTED
FOUND 1/4 CORNER AS NOTED
ko
SET 1/2" BY 24" REBAR WITH PLASTIC CAP
T & + STAMPED "RMES PELS 2341" (LOT
CORNERS AND AT END OF CURVES)
Q CALCULATED POSITION.
NOTHING FOUND OR SET
SET 5/8" REBAR WITH 2" ALUMINUM CAP
STAMPED "RMES PELS 2341"
5 / BLOCK 1 SUBDIVISION LOT / BLOCK NUMBER
(IJ
SUBDIVISION BOUNDARY LINE
SUBDIVISION LOT LINE
STREET CENTERLINE
EXISTING SECTION & STREET CENTERLINE
EASEMENT SIDELINE
EXISTING EASEMENT SIDELINE
FLOODPLAIN EXTENTS
INDICATES A RESTRICTED LOT. SEE NOTE 4.
RECORDING INSTRUMENT NUMBER
REFLECTION RIDGE AT HARVEST SPRINGS - DIVISION 1
BOUNDARYDESCR/PT/ON
A PARCEL OF LAND LOCATED IN THE NORTHWEST 1/4 OF SECTION 35, TOWNSHIP 5 SOUTH, RANGE
34 EAST, BOISE MERIDIAN, BANNOCK COUNTY, IDAHO, DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SECTION 35, BEING MONUMENTED BY A RAILROAD
SPIKE AS DESCRIBED IN CORNER PERPETUATION RECORDED AS INSTRUMENT NO. 20520343 IN THE
OFFICIAL RECORDS OF BANNOCK COUNTY; THENCE SOUTH 0°14'10" WEST, ALONG THE WEST LINE
OF SAID SECTION 35, A DISTANCE OF 2016.86 FEET; THENCE SOUTH 89°45'50" EAST, A DISTANCE OF
1061.44 FEET TO A POINT ON THE PRESENT CENTER LINE OF THE FORT HALL MAIN CANAL AS
DEPICTED ON RECORD OF SURVEY FOR THE ADAMS COMPANY, RECORDED AS INSTRUMENT NO.
20900258 IN THE OFFICIAL RECORDS OF BANNOCK COUNTY, SAID POINT BEING THE POINT OF
BEGINNING;
THENCE FOLLOWING ALONG THE CENTERLINE OF THE PRESENT FORT HALL MAIN CANAL AS
DEPICTED ON SAID RECORD OF SURVEY OVER THE FOLLOWING (2) COURSES:
1. NORTH 0°35'06" EAST A DISTANCE OF 398.59 FEET;
2. NORTH 9°31'31" EAST A DISTANCE OF 362.94 FEET TO A POINT OF NON -TANGENCY WITH A 550.00
FOOT RADIUS CURVE WHOSE CENTER BEARS NORTH 3°07'01" EAST
THENCE FOLLOWING ALONG SAID CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 3°30'35"
FOR AN ARC LENGTH OF 33.69 FEET (THE CHORD OF SAID CURVE BEARS SOUTH 88°38'17" EAST A
DISTANCE OF 33.69 FEET) TO A POINT OF TANGENCY;
THENCE NORTH 89°36'26" EAST A DISTANCE OF 509.60 FEET TO A POINT OF TANGENCY WITH A
1050.00 FOOT RADIUS CURVE WHOSE CENTER BEARS SOUTH 0°23'34" EAST;
THENCE FOLLOWING ALONG SAID CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 6°36'29"
FOR AN ARC LENGTH OF 121.10 FEET (THE CHORD OF SAID CURVE BEARS SOUTH 87°05'20" EAST A
DISTANCE OF 121.03 FEET) TO A POINT OF TANGENCY;
THENCE SOUTH 83°47'05" EAST A DISTANCE OF 395.56 FEET; THENCE SOUTH 6°32'40" WEST A
DISTANCE OF 594.13 FEET; THENCE NORTH 83°27'20" WEST A DISTANCE OF 19.47 FEET; THENCE
SOUTH 6°32'40" WEST A DISTANCE OF 31.83 FEET; THENCE SOUTH 2°45'35" EAST A DISTANCE OF
27.65 FEET; THENCE SOUTH 77°56'25" WEST A DISTANCE OF 167.50 FEET TO A POINT OF
NON -TANGENCY WITH A 253.00 FOOT RADIUS CURVE WHOSE CENTER BEARS NORTH 77°56'20" EAST;
THENCE FOLLOWING ALONG SAID CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 11413011
FOR AN ARC LENGTH OF 5.48 FEET (THE CHORD OF SAID CURVE BEARS NORTH 11 °26'25" WEST A
DISTANCE OF 5.48 FEET) TO A POINT OF NON -TANGENCY; THENCE SOUTH 7910'50" WEST A
DISTANCE OF 123.50 FEET TO A POINT OF NON -TANGENCY WITH A 376.50 FOOT RADIUS CURVE
WHOSE CENTER BEARS NORTH 79°10'50" EAST;
THENCE FOLLOWING ALONG SAID CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 5°50'57"
FOR AN ARC LENGTH OF 38.44 FEET (THE CHORD OF SAID CURVE BEARS NORTH 7°53'41" WEST A
DISTANCE OF 38.42 FEET) TO A POINT OF NON -TANGENCY; THENCE SOUTH 85°01'47" WEST A
DISTANCE OF 149.00 FEET TO A POINT OF NON -TANGENCY WITH A 525.50 FOOT RADIUS CURVE
WHOSE CENTER BEARS NORTH 85°01'48" EAST;
THENCE FOLLOWING ALONG SAID CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 3°24'01"
FOR AN ARC LENGTH OF 31.19 FEET (THE CHORD OF SAID CURVE BEARS NORTH 3°16'11" WEST A
DISTANCE OF 31.18 FEET) TO A POINT OF NON -TANGENCY; THENCE SOUTH 88°50'57" WEST A
DISTANCE OF 149.77 FEET;
THENCE SOUTH 1'27'11 " EAST A DISTANCE OF 26.36 FEET; THENCE SOUTH 88°32'49" WEST A
DISTANCE OF 139.51 FEET; THENCE SOUTH 1'29'04" EAST A DISTANCE OF 19.83 FEET TO A POINT OF
TANGENCY WITH A 270.00 FOOT RADIUS CURVE WHOSE CENTER BEARS NORTH 88°30'56" EAST;
THENCE FOLLOWING ALONG SAID CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 2°31'36"
FOR AN ARC LENGTH OF 11.91 FEET (THE CHORD OF SAID CURVE BEARS SOUTH 2°44'52" EAST A
DISTANCE OF 11.91 FEET) TO A POINT OF NON -TANGENCY; THENCE SOUTH 85°54'12" WEST A
DISTANCE OF 60.00 FEET; THENCE NORTH 89°24'54" WEST A DISTANCE OF 243.17 FEET TO THE
POINT OF BEGINNING.
CONTAINING 17.55 ACRES, MORE OR LESS.
SURITMOR'S CERTIFICATE
I, JAY L. CORNELISON, A REGISTERED LAND SURVEYOR OF THE STATE OF IDAHO,
DO HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY DIRECTION OF THE
LAND DESCRIBED IN THE ACCOMPANYING BOUNDARY DESCRIPTION AND THAT
THE PLAT UPON WHICH THIS CERTIFICATION APPEARS WAS MADE UNDER MY
DIRECTION. I FURTHER CERTIFY THAT THE ACCOMPANYING MAP CORRECTLY
DEPICTS THE DIVISION OF THE LAND AS MARKED UPON THE GROUND, THAT THE
MONUMENTS SHOWN CONFORMS WITH THAT SET OR FOUND UPON THE GROUND,
AND THAT THE PERTINENT PROVISIONS OF TH TUTES OF THE STATE OF
IDAHO TOGETHER WITH ALL LOCAL ORDINAN TAINING THERETO HAVE
BEEN COMPLIED WITH. ENGINEER
I Sco
co
Qj co
JAY L. CORNELISON o' z n`, DATE
OF
` CORNE-05
LOCATED IN THE NORTHWEST 1/4 OF SECTION 35, TOWNSHIP 5 SOUTH, RANGE 34
EAST, BOISE MERIDIAN, BANNOCK COUNTY, IDAHO
OWNER'S CERT/F/CATE
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 A BLOCK, LOTS AND A STREETS TO BE HEREAFTER KNOWN AS REFLECTION
RIDGE AT HARVEST SPRINGS - PHASE 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 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 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 RYAN S. SATTERFIELD
VIEW POINTE DEVELOPMENTS, LLC SATTERFIELD REALTY & DEVELOPMENT, INC.
DECLARATION OF COVENANTS, COAD/T/ONS AND RESTR/CT/ONS
ARE RECORDED AS INSTRUMENT NUMBER
HEREBY MADE A PART OF THE PLAT
ACIf(NOWLEDGMEAT
STATE OF IDAHO, COUNTY OF
AND ARE
ON THIS DAY OF , IN THE YEAR 20 , BEFORE ME
A NOTARY PUBLIC, PERSONALLY APPEARED KEVIN LOVELAND, KNOWN OR IDENTIFIED TO ME
TO BE A REGISTERED AGENT OF THE LIMITED LIABILITY COMPANY THAT EXECUTED THE
INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY COMPANY AND ACKNOWLEDGED TO ME
THAT SUCH LIMITED LIABILITY COMPANY EXECUTED THE SAME.
NOTARY PUBLIC
RESIDING IN COUNTY, STATE OF IDAHO.
MY COMMISSION EXPIRES DAY OF .20
ACIf(AOWLEDGMENT
STATE OF IDAHO, COUNTY OF
ON THIS DAY OF , IN THE YEAR 20 , BEFORE ME
A NOTARY PUBLIC, PERSONALLY APPEARED RYAN S. SATTERFIELD, KNOWN OR IDENTIFIED TO
ME TO BE A REGISTERED AGENT OF THE LIMITED LIABILITY COMPANY THAT EXECUTED THE
INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY COMPANY AND ACKNOWLEDGED TO ME
THAT SUCH LIMITED LIABILITY COMPANY EXECUTED THE SAME.
NOTARY PUBLIC
RESIDING IN COUNTY, STATE OF IDAHO.
MY COMMISSION EXPIRES DAY OF 20
DEI/ELOPMEAT AGREEMENT
THE CITY OF CHUBBUCK DEVELOPMENT AGREEMENT RECORDED AS INST. NO.
ARE HEREBY MADE PART OF THIS PLAT.
CUL/NARY WATER
THIS SUBDIVISION IS ELIGIBLE TO RECEIVE WATER FROM THE EXISTING CITY OF
CHUBBUCK MUNICIPAL WATER SYSTEM.
C/TY OF CHUBBUCK(
THE PLAT ON WHICH THIS CERTIFICATION APPEARS HAS BEEN APPROVED BY THE CITY OF
CHUBBUCK, IDAHO, THIS
KEVIN ENGLAND, MAYOR
DAY OF 120
BRIDGER MORRISON, P.E., CITY ENGINEER
JOEY BOWERS, CITY CLERK
COUNTY SYRI/EYOR'S CERT/F/CATE
I, , A REGISTERED LAND SURVEYOR IN AND FOR BANNOCK COUNTY, IDAHO,
DO HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND COMPUTATIONS SHOWN HEREON,
AND HAVE DETERMINED THAT THE REQUIREMENT OF IDAHO CODE 50-1305 HAVE BEEN MET, AND I
APPROVE THE SAME FOR FILING THIS DAY OF .20
SURVEYOR PLS #
COUNTY MEASURER'S CERT/F/CATE
PURSUANT TO 50-1308, IDAHO CODE. I, JENNIFER CLARK, DO HEREBY CERTIFY THAT
ALL COUNTY PROPERTY TAXES DUE ON THE PROPERTY BEING SUBDIVIDED, BOTH
DELINQUENT AND CURRENT, HAVE BEEN PAID IN FULL.
THROUGH
JENNIFER CLARK DATE
COUNTY RECORDER'S CERT/F/CALE
I, JASON DIXON, CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE
RECORDER OF THE COUNTY OF BANNOCK, IDAHO ON THIS DAY OF
20 AT M. AT THE REQUEST OF AND WAS DULY RECORDED
AS INSTRUMENT NUMBER
JASON DIXON, COUNTY RECORDER