HomeMy WebLinkAboutItem #1 Reflection Ridge Div. 2/ao'�C\
CHUBBUCK
1 0 R H 0
Memo
Public Works 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 6, 2026
Re: Final Plat for Reflection Ridge at Harvest Springs— Division 2
Applicant: Harvest Springs Joint Ventures
A3363 Iron Bend Drive
Pocatello, ID 83201
Professional Services: Sunrise Engineering
A600 E. Oak St.
Pocatello, ID 83201
Application: Reflection Ridge at Harvest Springs— Division 2, approximately
8.95 acres with 34 residential townhome building lots, 4 single
family residential building lots, and 1 common open space lot.
Located in the N'/2 of Section 35, Township 5 South, Range 34
East, of the Boise Meridian, on the east side of Reflection Ridge
at Harvest Springs — Division 1, west of Interstate 1-15.
Existing Zoning: Creative Community — Harvest Springs (CC -HS)
Existing Land Use: Vacant / Agriculture
Staff Report: The final plat for Reflection Ridge at Harvest Springs — Division 2 substantially
conforms to the preliminary plat approved by the City Council on May 6, 2026. The final
plat application has been reviewed by staff and meets 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
• 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
• 18.08.042:
o Lots meet minimum lot standards in the Creative Community — Harvest
Springs (CC -HS) 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 be approved by the Development Services Division.
o A secondary pressurized irrigation system be designed and constructed with
this division while the irrigation pump station be deferred until the next
division.
o Completion of Special Provision numbers 2 (complete Floodplain
Development Permit in accordance with NFIP regulations) and 7 (provide
pump station design and guarantee) from Reflection Ridge at Harvest Springs
Division 1 development agreement prior to approval of Division 2
construction plans.
o A successful execution of a development agreement. If staff and Developer
are unable to reach a consensus of 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. Final Plat for Reflection Ridge at Harvest Springs — Division 2
3. Reflection Ridge at Harvest Springs Division 1 Development Agreement
lal'c-\
CHUBBUCK
1AAAA
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 REFLECTION RIDGE AT HARVEST SPRINGS DIVISION 2,
APPROXIMATELY 8.9S ACRES LOCATED EAST OF REFLECTION RIDGE AT
HARVEST SPRINGS DIVISION 1, WEST OF INTERSTATE 1S.
FACTS
REQUEST: The applicant proposes a 39 lot Final Plat for 34 residential townhome building lots, 4 single family
residential building lots, and 1 common open space lot in the Reflection Ridge at Harvest Springs Division
2 subdivision. It includes extending Harvest Springs Blvd. and Autumn Brook Lane for access, extending
water, sewer, irrigation, mainlines and services to all building lots.
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:
Harvest Springs Joint Venture
3363 Iron Bend Drive
Pocatello, ID 83201
PROFESSIONAL SERVICES:
Sunrise Engineering
600 E. Oak St.
Pocatello, ID 83201
LOCATION: N'/2 of Section 35, Township 5 South, Range 34 East, of the Boise Meridian, on the east
side of Reflection Ridge at Harvest Springs Division 1 west of Interstate 15.
SITE CHARACTERISTICS & ZONING:
CURRENT ZONING: Creative Community -Harvest Springs (CC -HS) RECENT TRAFFIC COUNTS:
CURRENT LAND USE: Vacant/Agriculture 2025: Hiline Rd N of New Day Pkwy., 4869/day
PROJECT SIZE: ±8.95 acres
VIEWS: Generally visible from the west
TOPOGRAPHY: Hillside / Sloping
EXISTING STRUCTURES: None
SURROUNDING LAND USES AND ZONING
NORTH: Farming; Creative Community -Harvest Springs (CC -HS) zone
EAST: Farming; Creative Community -Harvest Springs (CC -HS) zone
SOUTH: Farming; Creative Community -Harvest Springs (CC -HS) zone
WEST: Residential; Creative Community -Harvest Springs (CC -HS) zone
Final Plat Approval Form- FFCL
SERVICES:
ACCESS STREET: Current access from Harvest Springs Blvd. and Autumn Brook Lane
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
GROUND WATER RIGHTS FOR IRRIGATION: Owner/Developer
PROCEDURES:
In accordance with City Code 17.12.200 and Resolution 2025-06, 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 May 6, 2026.
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 August 19, 2026 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
1AAAA
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 be approved by the Development Services Division.
b. A secondary pressurized irrigation system be designed and constructed with this
division while the irrigation pump station be deferred until the next division.
c. Completion of Special Provision numbers 2 (complete Floodplain Development
Permit in accordance with NFIP regulations) and 7 (provide pump station design
and guarantee) from Reflection Ridge at Harvest Springs Division 1 development
agreement prior to approval of Division 2 construction plans.
d. A successful execution of a development agreement. If staff and Developer are
unable to reach a consensus of requirements for construction through the
development agreement, staff will bring items of disagreement before the City
Council for a final decision.
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
194�0t\
CHUBBUCK
1AAAA
290 E Linden Avenue, Chubbuck, ID 83202
208.237.2430
www.CityofChubbuck.us
Final Plat Approval Form- FFCL
regulations, or continuation of any existing land use regulations governing the subject land or
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
/94�4c\
CHUBBUCK
1AAAA
Rodney T. Burch, Mayor
ATTEST:
Joey Bowers, Clerk
290 E Linden Avenue, Chubbuck, ID 83202
208.237.2430
www.CityofChubbuck.us
REFLECTION RIDGE AT
HARVEST SPRINGS JV HARVEST SPRINGS = DIVISION 2
INST. NO. 21905777-8 LOCATED IN THE NORTH 1/2 OF SECTION 35, TOWNSHIP 5 SOUTH, RANGE 34 EAST,
BOISE MERIDIAN, BANNOCK COUNTY, IDAHO
OGPP CENTER -NORTH 1/16 CORNER
L 11 °47'05 17' Cj OF SECTION 35, FOUND 2"
S 83 '0 E 136. 25.00' 25.00' ALUMINUM CAP PER INST.
w I . NOS. 20721291 & 21911109
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N 83°47'0 _ `° in �
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I (PI -i�83 ST05"W 969 g7) - 100. 00, 181.05' _ y'4RL/ESTSpR, C3 o I "' POINT OF INST. NO. 21905777-8
O I I_ § S 83°47'05 E 206.0 - 24.98' /�/�S � � � BEGINNING
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S 83 °27�E 23.58' 42.15' 5000 SF
V I I �� _ = 50.00' - - -
S 8 00.00, E V 29.97' 16 � W � S 78°0
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14 o - -16,
(6 S 83°47'05" I
REFLECTION RIDGE AT 100.00' E - z I w SEE 50.00' S 78°06'46"E 3
HARVEST SPRINGS - DIVISION 1 to SEE Q I ^ I v - - 34-g6' O o I 100.03'
NOTE 3
INST. NO. 22201427 8 NOTE3 Io Q �I 2 M C6 rn �� Q C:) c/
I ' P 5001 SF I I 15418 SF Z o 3 m M W ' 0 h $
�v 0 I 5000 SF M
GP �r 4997 SF
S
I I O 83°47' C I m
05" E r� w 7 m o0 4 p oo' 1 (' S 78°06,46„ r
I LOT 6 0 0 100.00' I N I 55.00' 0 12427 SF ^ 5000 SF o $ ' v I 1()0.E r
o
o I- 50.00' N COMMON LOT Z 5414 SF /o V o� 4'
�o 7 I ^o I o I S83' 27'20" E 105.00' o (SEE NOTE 5) W Icno ` voi I 6
I 6155 SF �'
cNo I m. Z M SQ �1 ' 5000 SF ool
BLOCK 5 M 7&°os'4g„ 54.95' / rn \ 06'46" E
50.00' I O °p'
I -_____ � � 6620 SF � S v' a S78°
80.00' 'C`L� C� cd 2 E 104.95'0 I 1p0.05,
11.05' o rn BLOCK 12 i o�
_ I 7
74.05' - ^ 6
N 83°27'20 - - - cD 5000 SF o
�/ 161..9 M - 7640 SF
(Pf-S832720"E 969.97' -X125.00' 67.02,, 1 0/
\ ' ' S 7g°0646„ E v>
i o S 83 27'20 x•05'
M a AI/rIj yN BROa 1. s' -�_ _ 'p 100. os' 1
OkLANE �so.00'� _ a2 Zs - _ JCO
LOT7 - N 83-27 '20 - G2 MI 8
BLOCK IO w 1$1.05' 26689 \ 15.41' 8494 SF HARVEST SPRINGS JV
SURVEYOR'SSARRAT/VE L'6 �o / �'BLOC K 14 o INST. NO. 21905777-8
1. THE PURPOSE OF THIS SUBDIVISION PLAT IS TO CREATE THE LOTS, BLOCKS & STREETS SHOWN FOR FUTURE "
RESIDENTIAL DEVELOPMENT. �9
.,90, �I
- 4 SINGLE FAMILY LOTS (LOT 7, BLOCK 10, LOT 1, BLOCK 11 AND LOTS 1 & 6, BLOCK 12) qs
- 34 TOWNHOUSE LOTS (LOTS 7-22, BLOCK 5, LOTS 2-5, BLOCK 12, LOTS1-6, BLOCK 13 AND LOTS 1-8, BLOCK 14) 'v NOTE 3 TEMPORARY 20' X 70'
�� 2 \
- 1 COMMON LOT (LOT 7, BLOCK 12) ory��. \ \ ^"'/ \
7 co PUBLIC ACCESS &
ti io543 SF
5.80'C UTILITY EASEMENT
2. THE WESTERLY BOUNDARY WAS DETERMINED TO FOLLOW ALONG THE EASTERLY BOUNDARY OF REFLECTION .1 S!
RIDGE AT HARVEST SPRINGS - DIVISION 1 (INST. NO. 22201427). THE REMAINING BOUNDARY LINES ARE NEW �� sS (WILL BE TERMINATED
DELINEATIONS. BLOCK 10 �M G2� I oo WHEN ROADWAYS ARE
9 EXTENDED)
3. THE EASEMENTS ALONG HARVEST SPRINGS BLVD, LISTEN LANE, STRAIT LANE, DRIFTWOOD LANE, AUTUMN 650 /o� " j 4.26'
BROOK LANE & EAST ROLLING HILLS LOOP ARE 10.00 FEET WIDE AND ARE FOR PUBLIC ACCESS & UTILITIES 42,, /moo• M SEE �o /
UNLESS OTHERWISE NOTED. Iq/ h%NOTE 3
HARVEST SPRINGS JV 2so� v ,� > /
4. 25.00' WIDE PUBLIC UTILITY EASEMENT. INST. NO. 21905777-8 10055 SF /
2so�
5. LOT 7, BLOCK 12 IS A NON -BUILDABLE COMMON LOT TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS 4 BLOCK 11
ASSOCIATION AND IS COVERED IN IT'S ENTIRETY BY A PUBLIC ACCESS, UTILITY & SNOW STORAGE EASEMENT.0��0
TEMPORARY 20'X 70' �/ 6$°�
` °
6. LOTS 13-22, BLOCK 5 & LOT 1, BLOCK 14 WILL NOT HAVE VEHICULAR ACCESS TO HARVEST SPRINGS BOULEVARD. PUBLIC ACCESS & C5 `542., ryb
LOTS 13-22, BLOCK 5 & LOTS 1-6, BLOCK 13 WILL ACCESS GARAGES FROM THE ALLEY (LISTEN LANE). UTILITY EASEMENT CO
LOTS 7-12, BLOCK 5, ALL OF BLOCKS 10, 11, 12 & 14 WILL ACCESS GARAGES FROM INTERIOR STREETS (WILL BE TERMINATED
(DRIFTWOOD LANE, STRAIT LANE & EAST ROLLING HILLS LOOP). WHEN ROADWAYS �, M
ARE EXTENDED) ' c"•
7. ALL STORM WATER FOR THIS DIVISION AS WELL AS STORM WATER FROM FUTURE DIVISIONS SHALL BE RETAINED o
WITHIN THE DESIGNATED STORM WATER RETENTION POND EASEMENT NORTH OF HARVEST SPRINGS BLVD CENTER 1/4 CORNER z
(SEE SHEET 2). THE INTENT OF THE EASEMENT IS TO GRANT A STORM WATER RETENTION AND MAINTENANCE OF SECTION 35, FOUND
EASEMENT TO THE CITY OF CHUBBUCK AND THE HARVEST SPRINGS COMMUNITY ASSOCIATION FOR STORM 2" ALUMINUM CAP AS
WATER PURPOSES ONLY AT THE PRESENT TIME. FINAL OWNERSHIP, LOT & BLOCK DESIGNATION, AND FORMAL DESCRIBED IN CP&F
DEDICATION WILL BE EXECUTED AT THE TIME OF FUTURE PHASE PLATTING. INST. NO. 20616613 4
C9 (.0
Z M
N
1.1.1 �
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Cn o
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❑ FOUND 1/2" REBAR WITH PLASTIC CAP
STAMPED "PLS 18971"
SET 5/8" BY 24" REBAR WITH ALUMINUM CAP
STAMPED "LS 13023"
& +SET 1/2" BY 24" REBAR WITH PLASTIC CAP STAMPED
"LS 13023" (LOT CORNERS & END OF CURVES)
1 / BLOCK 1 SUBDIVISION LOT/BLOCK NUMBER
LOT 1/BLOCf(1 EXISTING SUBDIVISION LOT/BLOCK NUMBER
SUBDIVISION BOUNDARY LINE
SUBDIVISION LOT LINE
STREET CENTERLINE
SECTION LINE
ADJACENT PROPERTY LINE
- - - - - - - - - NEW EASEMENT SIDELINE
GRAPHIC SCALE
60 0 30 60
(IN FEET)
1 inch = 60'
vo \ LA
NA\
�Gj� R
FFG\STEE S&
i
EXISTING EASEMENT SIDELINE
FEMA FLOODPLAIN
(P1) RECORD INFORMATION PER SUBDIVISION PLAT
(INST. NO. 22201427)
(SI) RECORD INFORMATION PER RECORD OF SURVEY
(INST. NO. 20900258)
BASIS OFBEARIA9
THE MERIDIOANL CENTERLINE OF SECTION 35 WAS
ASSUMED TO BE N 00°06'55" E BETWEEN THE
CENTER 1/4 CORNER AND THE CENTER -NORTH 1/16
CORNER PER THE CENTRAL MERIDIAN OF IDAHO
STATE PLANE EAST ZONE COORDINATE SYSTEM.
COUSTYRECORDER'S CERTIFICATE
LECESD
TEMPORARY 20'X 110'
D
PUBLIC ACCESS &
CENTER 1/4 CORNER AS NOTED
UTILITY EASEMENT
1/16 CORNER AS NOTED
(WILL BE TERMINATED
WHEN ROADWAYS ARE
EXTENDED)
Q
FOUND 5/8" REBAR WITH 2" ALUMINUM CAP
STAMPED "PLS 19871"
❑ FOUND 1/2" REBAR WITH PLASTIC CAP
STAMPED "PLS 18971"
SET 5/8" BY 24" REBAR WITH ALUMINUM CAP
STAMPED "LS 13023"
& +SET 1/2" BY 24" REBAR WITH PLASTIC CAP STAMPED
"LS 13023" (LOT CORNERS & END OF CURVES)
1 / BLOCK 1 SUBDIVISION LOT/BLOCK NUMBER
LOT 1/BLOCf(1 EXISTING SUBDIVISION LOT/BLOCK NUMBER
SUBDIVISION BOUNDARY LINE
SUBDIVISION LOT LINE
STREET CENTERLINE
SECTION LINE
ADJACENT PROPERTY LINE
- - - - - - - - - NEW EASEMENT SIDELINE
GRAPHIC SCALE
60 0 30 60
(IN FEET)
1 inch = 60'
vo \ LA
NA\
�Gj� R
FFG\STEE S&
i
EXISTING EASEMENT SIDELINE
FEMA FLOODPLAIN
(P1) RECORD INFORMATION PER SUBDIVISION PLAT
(INST. NO. 22201427)
(SI) RECORD INFORMATION PER RECORD OF SURVEY
(INST. NO. 20900258)
BASIS OFBEARIA9
THE MERIDIOANL CENTERLINE OF SECTION 35 WAS
ASSUMED TO BE N 00°06'55" E BETWEEN THE
CENTER 1/4 CORNER AND THE CENTER -NORTH 1/16
CORNER PER THE CENTRAL MERIDIAN OF IDAHO
STATE PLANE EAST ZONE COORDINATE SYSTEM.
COUSTYRECORDER'S CERTIFICATE
C32
I
70.00' WIDE CANAL
RIGHT-OF-WAY
N 89°34'17" E 229_68_
II
44
I I
I
�I
N
IQ �I
V� MI
1 I NI
44 ZI
I h �
14.19'
68'
297.52
(P1- 297.52)
S 89°36'26" W 509.60'
(P1- S 89°3626" W 509.60)
REFLECTION RIDGE AT
HARVEST SPRINGS = DIVISION 2
LOCATED IN THE NORTH 1/2 OF SECTION 35, TOWNSHIP 5 SOUTH, RANGE 34 EAST,
BOISE MERIDIAN, BANNOCK COUNTY, IDAHO
i TEMPORARY EASEMENT
FOR A STORM WATER
RETENTION POND.
INST. NO.
(SEE NOTE 7)
�Zo
o FEMA FLOOD ZONE 'A' PER FIRM
N MAP NUMBER 16005CO230D (17
I `L' EFFECTIVE DATE JULY 7, 2009
Co
iLo
o HARVEST SPRINGS JV
I cn INST. NO. 21905777-8
222.60' C30 i � - _
� (P> - S 83 5705"E 395.56)
N 83°47'05" W 395.56'
� / P O OR
C31 �ooP `� S 83°47'05" E 136.
212.08' 17'
(P1- 212.082
/ N 83°4705 W 233.30
/ ( 1- N83 5705"W 233.30)
(P1- S 89°3626" W 509.60)
S 89°36'26" W 509.60'
I
1 /1
LOT/
CURVE TABLE
#
RADIUS
A
ARC
LENGTH
TANGENT
CHORD
BEARING
CHORD
DISTANCE
Cl
20.00'
89°40'15"
31.30'
19.89'
N 51°22'47" E
28.20'
C2
20.00'
89°24'28"
31.21'
19.79'
S 38009'34" E
28.14'
C3
1250.00'
19°45'10"
430.94'
217.63'
S 72°59'13" E
428.81'
C4
850.00'
1°52'43"
27.87'
13.94'
S 55°17'23" E
27.87'
C5
325.00'
1'26'27"
8.17'
4.09'
S 31057'45" W
8.17'
C6
790.00'
8041'23"
119.81'
60.02'
N 79006'39" W
119.70'
C7
1200.00'
20040'27"
433.00'
218.88'
S 73026'52" E
430.65'
C8
250.00'
9059'53"
43.62'
21.87'
N 16053'10" E
43.57'
C9
500.00'
12050'34"
112.07'
56.27'
N 18019'02" E
111.84'
C10
820.00'
29006'19"
416.54'
212.87'
S 68°54'11" E
412.08'
C11
900.00'
5021'05"
84.06'
42.06'
S 80°46'48" E
84.03'
C12
1036.00'
5021'05"
96.76'
48.42'
S 80°46'48" E
96.73'
C13
20.00'
85052'58"
29.98'
18.61'
N 28040'13" W
27.25'
C14
20.00'
101°06'25"
35.29'
24.31'
S 62°26'26" W
30.89'
C15
300.00'
7°49'42"
40.99'
20.53'
N 28°39'09" E
40.96'
C16
20.00'
90°00'00"
31.42'
20.00'
N 56°53'45" E
28.28'
C17
20.00'
90°00'00"
31.42'
20.00'
N 33°06'15" W
28.28'
C18
20.00'
90°43'54"
31.68'
20.26'
S 38°05'11" E
28.47'
N 83°47'05" W 161.9 -
(P1 -N83 5705"W 161.97'
REFLECTION RIDGE AT _ I
HARVEST SPRINGS - DIVISION 1
LOT2 INST. NO. 22201427 l
L OT2 I I L OT 15I I LOTS I Z07-19
BL 0011r3 LOT 77 I � I
BLOCK3 I LOTS
I I BL OC/C5
' I
CURVE TABLE
#
RADIUS
A
ARC
LENGTH
TANGENT
CHORD
BEARING
CHORD
DISTANCE
C19
20.00'
90°00'00"
31.42'
20.00'
S 51'32'40" W
28.28'
C20
20.00'
90°00'00"
31.42'
20.00'
S 51032'40" W
28.28'
C21
20.00'
90°00'00"
31.42'
20.00'
N 38°27'20" W
28.28'
C22
20.00'
90°00'00"
31.42'
20.00'
N 51'32'40" E
28.28'
C23
20.00'
90000'00"
31.42'
20.00'
S 38027'20" E
28.28'
C24
20.00'
99040'57"
34.80'
23.70'
N 61'45'26" E
30.57'
C25
20.00'
75°54'51"
26.50'
15.60'
S 24022'50" E
24.60'
C26
20.00'
94033'52"
33.01'
21.66'
S 71031'38" W
29.39'
C27
20.00'
91053'53"
32.08'
20.67'
N 21056'38" W
28.75'
C28
1250.00'
11'06'03"
242.18'
121.47'
S 77'18'47" E
241.80'
C29
1250.00'
8039'07"
188.76'
94.56'
S 67°26'12" E
188.58'
C30
(P1)
1050.00'
(1050.00)
6°36'29"
(6°3629')
121.10'
(121.10)
60.62'
(60.62)
N 87005'20" W
(S 87°05'19"E)
121.03'
(121.03)
C31
(P1)
1000.00'
(1000.00)
6°36'29"
(6°3629)
115.33'
(115.33)
57.73'
(57.73)
N 87°05'20" W
(N87°0520"W)
115.27'
(115.27)
C32
(P1)
550.00'
(550.00)
3°30'35"
(3°30'35')
33.69'
(33.69)
16.85'
(16.85)
N 88°38'17" W
(S88°38'17"E)
33.69'
(33.69)
C33
(P1)
600.00'
(600.00)
4°02'45"
(4°02'45')
42.37'
(42.37)
21.19'
(21.19)
N 88°22'12" W
(S 8822'12"E)
42.36'
(42.36)
LINE TABLE
#
BEARING
DISTANCE
L1
S 83°51'36" E
50.00'
L2
S 26053'22" W
100.00'
L3
S 35°38'58" W
60.00'
L4
N 55°55'59" W
50.02'
L5
N 21'53'06" E
32.72'
L6
N 24044'18" E
30.84'
GRAPHIC SCALE
60 0 30 60
( IN FEET)
1 inch = 60'
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181.05'
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S 83°47'05 E 206.03'
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BOUNDARYDESCR/P7/0N
A PARCEL OF LAND LOCATED IN THE NORTH 1/2 OF SECTION 35, TOWNSHIP 5 SOUTH, RANGE 34 EAST,
BOISE MERIDIAN, BANNOCK COUNTY, IDAHO, DESCRIBED AS FOLLOWS:
COMMENCING AT THE CENTER -NORTH 1/16 CORNER OF SECTION 35, BEING MARKED BY A 2" ALUMINUM
CAP PER RECORD INST. NOS. 20721291 & 21911109;
THENCE SOUTH 00°06'55" WEST, ALONG THE MERIDIONAL CENTERLINE OF SECTION 35, A DISTANCE OF
54.84 FEET TO A POINT OF NON -TANGENCY WITH A 1250.00 -FOOT -RADIUS CURVE, WHOSE CENTER
BEARS SOUTH 18°14'15" WEST, ALSO BEING THE POINT OF BEGINNING;
THENCE LEAVING THE MERIDIONAL CENTERLINE OF SECTION 35 AND TRAVERSING THROUGH A PARCEL
OF LAND DESCRIBED IN DEED INST. NO. 21905777-8 FOR THE FOLLOWING THIRTEEN (13) COURSES:
1. FOLLOWING ALONG SAID CURVE IN A CLOCKWISE DIRECTION THROUGH A CENTRAL ANGLE OF
08°39'07" FOR AN ARC LENGTH OF 188.76 FEET TO A POINT OF NON -TANGENCY;
2. SOUTH 26°53'22" WEST A DISTANCE OF 100.00 FEET;
3. SOUTH 11'53'14" WEST A DISTANCE OF 459.77 FEET TO A POINT OF NON -TANGENCY WITH A
850.00 -FOOT -RADIUS CURVE WHOSE CENTER BEARS SOUTH 33°46'16" WEST;
4. FOLLOWING SAID CURVE IN A CLOCKWISE DIRECTION THROUGH A CENTRAL ANGLE OF
01 °52'43" FOR AN ARC LENGTH OF 27.87 FEET TO A POINT OF NON -TANGENCY;
5. SOUTH 35°38'58" WEST A DISTANCE OF 60.00 FEET;
6. SOUTH 24'44'18" WEST A DISTANCE OF 80.01 FEET;
7. NORTH 65°15'42" WEST A DISTANCE OF 116.94 FEET TO A POINT OF NON -TANGENCY WITH A
325.00 -FOOT -RADIUS CURVE WHOSE CENTER BEARS NORTH 58°45'28" WEST;
8. FOLLOWING SAID CURVE IN A CLOCKWISE DIRECTION THROUGH A CENTRAL ANGLE OF
01'26'27" FOR AN ARC LENGTH OF 8.17 FEET TO A POINT OF NON -TANGENCY;
9. NORTH 55°55'59" WEST A DISTANCE OF 50.02 FEET;
10. NORTH 65'15'42" WEST A DISTANCE OF 119.39 FEET;
11. NORTH 29°20'54" EAST A DISTANCE OF 83.71 FEET TO A POINT OF NON -TANGENCY WITH A
790.00 -FOOT -RADIUS CURVE WHOSE CENTER BEARS SOUTH 15°14'03" WEST;
12. FOLLOWING SAID CURVE IN A COUNTER -CLOCKWISE DIRECTION THROUGH A CENTRAL
ANGLE OF 08°41'23" FOR AN ARC LENGTH OF 119.81 FEET TO A POINT OF TANGENCY;
13. NORTH 83°27'20" WEST A DISTANCE OF 181.05 FEET TO A POINT ON THE EASTERLY
BOUNDARY OF REFLECTION RIDGE AT HARVEST SPRINGS - DIVISION 1;
THENCE NORTH 06°32'40" EAST, FOLLOWING ALONG THE EASTERLY BOUNDARY OF REFLECTION RIDGE
AT HARVEST SPRINGS - DIVISION 1, A DISTANCE OF 594.13 FEET;
THENCE LEAVING SAID EASTERLY BOUNDARY OF REFLECTION RIDGE AT HARVEST SPRINGS - DIVISION 1
AND TRAVERSING THROUGH A PARCEL OF LAND DESCRIBED IN DEED INST. NO. 21905777-8 FOR THE
FOLLOWING FIVE (5) COURSES:
1. THENCE SOUTH 83°47'05" EAST A DISTANCE OF 136.17 FEET TO A POINT OF TANGENCY WITH A
20.00 -FOOT -RADIUS CURVE WHOSE CENTER BEARS NORTH 06°12'55" EAST;
2. FOLLOWING SAID CURVE IN A COUNTER -CLOCKWISE DIRECTION THROUGH A CENTRAL
ANGLE OF 89'40'15" FOR AN ARC LENGTH OF 31.30 FEET TO A POINT OF NON -TANGENCY;
3. SOUTH 83°51'36" EAST A DISTANCE OF 50.00 FEET TO A POINT OF NON -TANGENCY WITH A
20.00 -FOOT -RADIUS CURVE WHOSE CENTER BEARS SOUTH 83°27'20" EAST;
4. FOLLOWING SAID CURVE IN A COUNTER -CLOCKWISE DIRECTION THROUGH A CENTRAL
ANGLE OF 89°24'28" FOR AN ARC LENGTH OF 31.21 FEET TO A POINT OF REVERSE
CURVATURE WITH A 1250.00 -FOOT -RADIUS CURVE WHOSE CENTER BEARS SOUTH 07°08'12" WEST;
5. FOLLOWING SAID CURVE IN A CLOCKWISE DIRECTION THROUGH A CENTRAL ANGLE OF
11'06'03" FOR AN ARC LENGTH OF 242.18 FEET TO THE POINT OF BEGINNING.
CONTAINING 8.95 ACRES, MORE OR LESS.
INTER/OR MONUMENT COMPLET/ON CERTIFICATE
PURSUANT TO THE REQUIREMENTS OF I.C. 50-1331 THROUGH 50-1333, I, MATTHEW S. BAKER,
THE SURVEYOR FOR THIS SUBDIVISION PLAT, HEREBY CERTIFY THAT THE INTERIOR
MONUMENTS AS SHOWN ON THIS PLAT SHALL BE SET IN ACCORDANCE WITH THE
REQUIREMENTS OF I.C. 50-1303 ON OR BEFORE ONE (1) YEAR AFTER THE RECORDING DATE.
SURMOR'S CERTIFICATE
I, 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
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.
�PL FANO
STERE SGS
G
MATTHEW S. BAKER 119 1) 1I "1C"XAI 5 1 b I DATE
�gTsTq TEOF ���
\yEW S• 0
REFLECTION RIDGE AT
HARVEST SPRINGS - DIVISION 2
LOCATED IN THE NORTH 1/2 OF SECTION 35, TOWNSHIP 5 SOUTH, RANGE 34 EAST,
BOISE MERIDIAN, BANNOCK COUNTY, IDAHO
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 STREETS TO BE
HEREAFTER KNOWN AS REFLECTION RIDGE AT HARVEST SPRINGS - DIVISION 2. 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 ONT HE ACCOMPANYING MAP OF THE PROPERTY. ALL STREETS, AND
ALL WATER, SEWER 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 EASEMENT FOR 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.
RYAN S. SATTERFIELD (OWNER)
HARVEST SPRINGS JV
ACKNOWLEDGMENT
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
THE OWNER THAT EXECUTED THE INSTRUMENT ON BEHALF OF SAID OWNER AND ACKNOWLEDGED TO ME
THAT SUCH OWNER EXECUTED THE SAME.
NOTARY PUBLIC
RESIDING IN COUNTY, STATE OF IDAHO.
MY COMMISSION EXPIRES DAY OF 20_
/RR/GAT/ON WATER RIGHTS 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.
CANAL COMPANYACCEPTANCE
WE HAVE REVIEWED THE PLAT AND ACCEPT THE CANAL EASEMENT / RIGHT-OF-WAY AS SHOWN.
FORT HALL IRRIGATION REPRESENTATIVE DATE
SANITARYRESTR/CT/ONS
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 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.
HEALTH DISTRICT SIGNATURE:
DATE:
CUL/NARY WATER
THIS SUBDIVISION IS ELIGIBLE TO RECEIVE WATER FROM THE EXISTING CITY OF
CHUBBUCK MUNICIPAL WATER SYSTEM.
DECLARATION OF COVFNANTS, COMMONSAND RESTRICTIONS
ARE RECORDED AS INSTRUMENT NUMBER AND ARE HEREBY MADE
A PART OF THE PLAT
DEUELOPMENTAGREEMENT
THE CITY OF CHUBBUCK DEVELOPMENT AGREEMENT RECORDED AS INST. NO.
ARE HEREBY MADE A PART OF THIS PLAT.
C/TYOFCHUBBUCK
THE PLAT ON WHICH THIS CERTIFICATION APPEARS HAS BEEN APPROVED BY THE
CITY OF CHUBBUCK, IDAHO, ON THIS DAY OF 20
RODNEY BURCH, MAYOR
BRIDGER MORRISON PE. NO. 12510
ENGINEER FOR THE CITY
JOEY BOWERS, CITY CLERK
C0UN7YR,fV1FW/N8 SURY/EYOR'S CERTIFICATE
I, , 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 ON THIS DAY OF 20
NAME PLS. NO.
BANNOCK COUNTY REVIEWING SURVEYOR
COUNTY TREASURER'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 AND CURRENT,
HAVE BEEN PAID IN FULL.
THROUGH
JENNIFER CLARK, COUNTY TREASURER
DATE
City of Chubbuck 22111540
Development Agreement
Development Name: Reflection Ridge at Harvest Springs — Division 1
This Agreement, dated this 1'�� day of MJ0 201-1 by and between the City of
Chubbuck herein after referred to as CHUBBUC and Ryan Satterfield on behalf of Harvest Springs
Joint Venture, his or hers heirs and assigns, Herein after referred to as the DEVELOPER, sets forth
specific definitional amendments to the Idaho Standards for Public Works Construction (ISPWC) as well
as duties and responsibilities of the DEVELOPER,
WHEREAS:
This development agreement shall run with land described in the attached Exhibit "A" and shall continue
in perpetuity. This development agreement may be modified by written agreement between
CHUBBUCK and DEVELOPER and/or their successors in interest.
The DEVELOPER is constructing, or will construct, municipal infrastructure improvements generally
described as: Reflection Ridge at Harvest Springs — Division 1, Herein after referred to as the PROJECT,
land as described in attached Exhibit "A".
The DEVELOPER and CHUBBUCK hereby agree to the following terms and conditions:
STANDARD PROVISIONS:
1. DEVELOPER agrees to construct the PROJECT in accordance with the APPROVED plans and the
latest edition of the Idaho Standard for Public Works Construction (ISPWC) including
CHUBBUCK's Supplementary Conditions, Standard Revisions and Special Provisions.
2. Correspondence between DEVELOPER and CHUBBUCK shall be through the Design Engineer
working for DEVELOPER during PROJECT design and approval. CHUBBUCK will not modify
PROJECT design or requirements.
3. DEVELOPER shall provide a materials testing report acceptable to the City, prepared by a
Certified Testing Laboratory or Professional Engineer, said report shall include copies of
compaction test results and other applicable documentation as specified by CHUBBUCK.
4. On all public maintained improvements, the DEVELOPER shall provide a letter of certification
from the suppliers of the materials utilized on the project, including piping and accessories,
concrete, pre -cast concrete items, gravel, hot asphalt plant mix, and etc., stating that all
materials supplied by them, meets or exceeds the standards set by the City, said letters shall list
the types of materials supplied and, if applicable, the class and brand name.
5. DEVELOPER agrees to dedicate all public infrastructure and improvements of the PROJECT to
CHUBBUCK after completion and acceptance of the PROJECT by CHUBBUCK.
Initials
Reflection Ridge at Harvest Springs Division 1 - Dev Agree Page 1 of 5
/? 22111540
6. On all public maintained infrastructure improvements, the DEVELOPER agrees to warrantee all
work associated with the PROJECT for three years after completion and acceptance of the
PROJECT by CHUBBUCK as required by Chubbuck Municipal Code § 17.16.070.
DEVELOPER understands Certificate of Occupancy will not be issued by CHUBBUCK until the
PROJECT'S utility systems and roadway improvements have been 100% completed and are
satisfactory to CHUBBUCK. This includes all items as shown in the APPROVED plans of the
PROJECT.
SPECIAL PROVISIONS:
I. DEVELOPER of the PROJECT is required to construct and maintain appropriate storm water
facilities to meet the requirements of CHUBBUCK in effect at the time of development approval.
DEVELOPER agrees to complete and submit a Floodplain Development Permit to the City in
accordance with NFIP regulations. DEVELOPER further agrees to submit the required technical
data to the National Floodplain Insurance Program in accordance with NFIP regulations to
facilitate a LOMR for changes that have been, or will be, made to the existing floodplain in this
phase.
3. CHUBBUCK understands the desire to not put resources into protecting the road bank of Harvest
Springs Blvd. located within the flood zone given the plans to adjust that area in future phases. if
that protection is not done with the current phase of construction, DEVELOPER agrees that
repairs to that road bank would be covered by the DEVELOPER as part of the 3 -year warranty
4. DEVELOPER agrees that the cluster mailbox units serving the PROJECT, will be owned, operated,
and maintained by the DEVELOPER and/or the Individual Lot Owners.
5. DEVELOPER agrees that a Homeowners' Association will be formed with necessary codes,
covenants, and restrictions so as to fulfill the obligation of the Creative Community -Harvest
Springs zoning district and to ensure that all commonly owned areas and lands are maintained
in perpetuity.
6. By note, DEVELOPER shall include the recorded instrument number of this Agreement on the
FINAL PLAT prior to recording such plat.
7. DEVELOPER agrees to provide a design of irrigation pump station and associated piping for
"Harvest Springs" or provide an irrigation master plan with an itemized cost estimate to
construct the irrigation pump and associated facilities. If the pump station is not constructed
with this phase, a financial guarantee of 150% will be required to allow for the postponement of
its installation.
8. DEVELOPER agrees to develop the public park In accordance with City Code 18.34.090, the
dedicated park (Lot 1, Block 1) will require landscape plans designed or approved by either a
landscape architect or Idaho State Master Gardener. Cost of park improvements will be credited
Reflection Ridge at Harvest Springs Division 1 - Dev Agree Page 2 of 5
22111540
against park impact fees of this development (City Code 17.28). Requirements for the submittal
of drawings, specifications, and construction cost of said park improvements are listed below:
a. Detailed plans of the irrigation/sprinkler system to serve entire park area so it connects to
the potable waterline and with the ability to be reconnected to the secondary irrigation
system at a future date. Installation will be required during construction of subdivision and
must meet "Park Construction Minimum Requirements" and "Park Master Development
Plan".
b. Provide applicable details to show irrigation system features, landscaping and planting
specifications/requirements, transitions between different types of surface treatments,
fencing components, and other information necessary to provide a complete review of the
park plan.
c. The park plan needs to provide enough information so the city can determine how the
storm pond area will be maintained at the proposed slopes of 2:1. It is believed landscaping
in the pond will be very difficult to maintain. The City would prefer reducing the slope along
the storm pond.
9. Whereas the DEVELOPER proposed to build public parks and spaces, if building permits are
desired to be issued prior to public park acceptance by CHUBBUCK, parks impact fees shall be
paid as required by Ordinance 791; once qualifying parks are accepted by CHUBBUCK which
meet the requirements of the same ordinance, the DEVELOPER may submit receipts for
qualifying costs for public park system improvements and upon receipt, the CHUBBUCK Impact
Fee Administrator shall reimburse monies or issue credits back to the DEVELOPER in accordance
with Ordinance 791, if due.
The condition of this agreement are effective in their entirety upon the property known as Reflection
Ridge at Harvest Springs — Division 1.
CITY OF CHUBBUCK
2 2 i J J 5 4 G An 4� P 1: 59
InitialsI Z) e—,
Reflection Ridge at Harvest Springs Division 1 - Dev Agree
Page 3 of 5
22111540
DEVELOPER:
Name: Ryan Satterfield p
Address: _335 C, &- A) PI F L� %RIU y t �C ATE � � As 83.161
Phone: gos - C� 3Z., I -I( 9-
By _ __ Date: 1
STATE OF IDAHO )
:SS
County of Bannock )
On this 10 day of , 201before me, the undersigned Notary
Public, in and for said State, personally appeared Ryan Satterfield, on behalf of Harvest Springs Joint
Venture known to me to be the person whose name is 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.
—®
TIE PETERSON
SSION # 20200434
PUBLIC
ATE OF IDAHO
[C:NOTARY
ION EXPIRES 02/24/2026
Reflection Ridge at Harvest Springs Division 1 - Dev Agree
A0TAR&YPU`BL11'C - STATE OF IDAHO
Commission Expires:
Page 4of5
CHUBBUCK:
STATE OF IDAHO
County of Bannock
22111540
Date: /'^ C)-Oc--�
Date: !. [a % e-11
11
TK
On this day of 20/ 1 , 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 MAYOR and CITY CLERK, respectively, of the municipal corporation that executed the within
instrument, or the persons who executed the instrument on behalf of the municipal corporation, and
acknowledged to me that such municipal corporation executed the same.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal this day and
year first written ,abRXftmt ,,,,,�
oO R R/SO,,�
NOTARY
(SEAL) PU500
...........
�����.
Reflection Ridge at Harvest Springs Division 1 - Dev Agree
W%l� ft411 �-M
N TARY PUBLIC - STATE OF IDAHO
My Commission Expires:
Page 5 of 5
221115 4 0111111100% ,. Englneers • Surveyors i Planners
30f 56th St. W, #f38+W11fistan NO5660f + /TOf) ST?-Dff0
600E, Oak St. + Pocatello, IQ 8320 f + /2081204.Of f0
www.rmes.biz
BOUNDARY DESCRIPTION — REFLECTION RIDGE AT HARVEST SPRINGS — DIVISION 1
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 MORE
PARTICULARLY AS FOLLOWS:
COMMENCING AT THE CENTER 1/4 CORNER OF SECTION 35, BEING MONUMENTED BY A 5/8"
REBAR WITH 2" ALUMINUM CAP MONUMENT AS DESCRIBED IN CORNER PERPETUATION
RECORDED AS INSTRUMENT NO. 20616613 IN THE OFFICIAL RECORDS OF BANNOCK COUNTY;
THENCE NORTH 8948'40" WEST, ALONG THE LATITUDINAL CENTERLINE OF SAID SECTION 35, A
DISTANCE OF 1585.80 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; THENCE NORTH
035'06" EAST, ALONG THE CENTERLINE OF THE FORT HALL MAIN CANAL, A DISTANCE OF
631.15 FEET TO THE POINT OF BEGINNING;
THENCE CONTINUING 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 931'31" EAST A DISTANCE OF 362.94 FEET TO A POINT OF NON -TANGENCY
WITH A 550.00 -FOOT -RADIUS CURVE WHOSE CENTER BEARS NORTH 307'01" 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
88038'17" 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
8705'19" 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 83927'20" 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
7756'20" EAST;
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Civil 0 Environmental 4 Transportation 0 Planning 0 Land Development 0 Municipal 0 Surveying
22111540
THENCE FOLLOWING ALONG SAID CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF
114'30" 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 7910'50" 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
8501'47" 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
8850'57" WEST A DISTANCE OF 149.77 FEET;
THENCE SOUTH 127'11" EAST A DISTANCE OF 26.36 FEET; THENCE SOUTH 8832'49" WEST A
DISTANCE OF 139.51 FEET; THENCE SOUTH 129'04" EAST A DISTANCE OF 19.83 FEET TO A
POINT OF TANGENCY WITH A 270.00 -FOOT -RADIUS CURVE WHOSE CENTER BEARS NORTH
8830'56" EAST;
THENCE FOLLOWING ALONG SAID CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF
2931'36" 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 8924'54" WEST A DISTANCE OF
243.17 FEET TO THE POINT OF BEGINNING.
CONTAINING 17.55 ACRES, MORE OR LESS.
aRL L
Focused on Solutions
Civil 4 Environmental * Transportation A Planning + Land Development * Municipal @ Surveying