HomeMy WebLinkAboutItem #5 Cascade Falls Final Plat/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 12, 2024
Re: Final Plat for Cascade Falls at Harvest Springs Division 1
Applicant: Harvest Springs Joint Venture
3308 Autumn Rain Rd.
Pocatello, ID 83201
Professional Services: Sunrise Engineering
600 E. Oak St.
Pocatello, ID 83201
Application: Cascade Falls at Harvest Springs Division 1, approximately 15.43
acres with 5 commercial lots and 1 common lot. Located in the
S'/2 of Section 35, Township 5 South, Range 34 East and the N
'/2 of Section 2, Township 6 South, Range 34 East, of the Boise
Meridian, Idaho. Generally located west of Interstate 15, north of
New Day Parkway, and east of Hiline Road.
Existing Zoning: Creative Community -Harvest Springs (CC -HS) and General
Commercial (C-2)
Existing Land Use: Vacant/Agriculture
Staff Report: The final plat for Cascade Falls at Harvest Springs Division 1 substantially
conforms to the preliminary plat approved by the City Council on August 21, 2024. 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 The secondary pressure irrigation pump station be deferred to a future
division and $10,297.00 per acre irrigation pump station guarantee be
collected with building permit applications for each lot.
o The right-in/right-out access onto Harvest Springs Blvd. from Lot 1, Block 4 be
denied, staff does not believe there is justification to vary from City standards.
Or if approved, a raised center island be required to be constructed between
Bluff Point Road and Cascade Falls Way.
o That each lot be required to submit a traffic impact analysis with each
proposed development project, and all lots will be required to participate in
any public improvements determined by such traffic impact analysis.
Attachments:
1. Proposed Findings of Fact and Conclusions of Law
2. Final Plat for Cascade Falls at Harvest Springs Division 1
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 CASCADE FALLS AT HARVEST SPRINGS DIVISION 1,
APPROXIMATELY 15.43 ACRES LOCATED WEST OF INTERSTATE 15, NORTH OF
NEW DAY PARKWAY, AND EAST OF HILINE ROAD
FACTS
REQUEST: The applicant proposes a 6 lot Final Plat for commercial building lots in the Cascade Falls At
Harvest Springs subdivision, Division 1. It includes providing public streets, water, sewer, and irrigation
system including services.
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
3308 Autumn Rain Rd.
Pocatello, ID 83201
PROFESSIONAL SERVICES:
Sunrise Engineering
600 E. Oak St.
Pocatello, ID 83201
LOCATION: S'/2 of Section 35, Township 5 South, Range 34 East and N'/2 of Section 2, Township 6
South, Range 34 East, of the Boise Meridian, Idaho. Generally located west of Interstate 15, north of
New Day Parkway, and east of Hiline Road.
SITE CHARACTERISTICS & ZONING:
CURRENT ZONING: Creative Community -Harvest
Springs (CC -HS) and General Commercial (C-2)
CURRENT LAND USE: Vacant/Agriculture
PROJECT SIZE: ±15.43 acres
VIEWS: Generally visible from the south and east
TOPOGRAPHY: Hillside/ Sloping
EXISTING STRUCTURES: None
SURROUNDING LAND USES AND ZONING
RECENT TRAFFIC COUNTS:
2022: Hiline Rd at New Day Parkway, 4754/day
NORTH: Farming; Creative Community -Harvest Springs (CC -HS) zone
EAST: Farming; Creative Community -Harvest Springs (CC -HS) and General Commercial (C-2) zones
SOUTH: Farming; General Commercial (C-2) zone
WEST: Pasture; Agriculture (A) and General Commercial (C-2) zones
Final Plat Approval Form- FFCL
SERVICES:
ACCESS STREET: Current access from New Day Parkway.
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:
1. 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.
2. 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 August 21, 2024.
3. In accordance with City Code 17.12.210, the application was scheduled to be heard at a Regular
Meeting of the City Council.
4. 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.
5. In accordance with City Code 17.12.230, the record was reviewed on August 21, 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:
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
lao't-\
CHUBBUCK
I D A H D
290 E Linden Avenue, Chubbuck, ID 83202
208.237.2430
www.CityofChubbuck.us
Final Plat Approval Form- FFCL
Having reviewed the record, including the application materials, staff report, testimony provided at the
hearing and meeting, and the criteria for approval of a Final Plat as found in city code section 17.12.100,
the City Council finds the following:
1. Conditions of Approval necessary to approve the Final Plat are (if any):
a. The secondary pressurized irrigation pump station be deferred to a future division
and $10,297.00 per acre irrigation pump station guarantee be collected with building
permit applications for each lot.
b. The right-in/right-out access onto Harvest Springs Blvd. from Lot 1, Block 4 be
denied, staff does not believe there is justification to vary from City standards. Or if
approved, a raised center island be required to be constructed between Bluff Point
Road and Cascade Falls Way.
c. That each lot be required to submit a traffic impact analysis with each proposed
development project, and all lots will be required to participate in any public
improvements determined by such traffic impact analysis.
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.
1940�t-\
CHUBBUCK
I D A H D
290 E Linden Avenue, Chubbuck, ID 83202
208.237.2430
www.CityofChubbuck.us
Final Plat Approval Form- FFCL
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
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
/944'C-\
CHUBBUCK
I D A H D
Kevin B. England, Mayor
ATTEST:
Joey Bowers, Clerk
290 E Linden Avenue, Chubbuck, ID 83202
208.237.2430
www.CityofChubbuck.us
LEGEND
34 3S
FOUND SECTION CORNER AS NOTED
3 2
35� FOUND 1/4 CORNER AS NOTED
2
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
TEMPORARY EASEMENT FOR OF SECTION 2, TOWNSHIP 6 SOUTH, RANGE 34 EAST BOISE MERIDIAN BANNOCK COUNTY IDAHO
VEHICLE TURNAROUND AND FOR THE
MAINTENANCE OF PUBLIC UTILITIES.
THIS EASEMENT WILL TERMINATE
1/16 CORNER AS NOTED AFTER THE NEXT SUBDIVISION IS TEMPORARY EASEMENT FOR
COMPLETED. THIS PUBLIC UTILITY VEHICLE TURNAROUND AND FOR THE
FOUND 5/8 INCH REBAR WITH PLASTIC CAP EASEMENT IS RECORDED UNDER MAINTENANCE OF PUBLIC UTILITIES.
STAMPED "PLS 13933" INSTRUMENT NO. 9�♦ �� THIS EASEMENT WILL TERMINATE
�p �� ♦ 50.00' /� g6.00' AFTER THE NEXT SUBDIVISION IS
FOUND 1/2 INCH REBAR WITH PLASTIC CAP LOT 1 / \ COMPLETED. THIS PUBLIC UTILITY
❑ STAMPED "PLS 13933" 0� 1.10 ACRES \ EASEMENT IS RECORDED UNDER
/ \ INSTRUMENT NO.
SET 5/8 BY 24 INCH REBAR WITH 2 INCH 0BLOCK 2 / "'u'•
ALUMINUM CAP STAMPED ITS 13023" \ 40 /
/ 120.00' �� / s
o
■ SET 1/2 BY 24 INCH REBAR WITH PLASTIC / � \ 10.00' WIDE PUBLIC op / // �Do
CAP STAMPED ITS 13023" 03^ pop \ t1
ACCESS & UTILITY 0v66O�'
/ 2s2
LOT f BLOCK 1 SUBDIVISION LOT/BLOCK NUMBER l<\ Cjt� O , EASEMENT // �0;"
1\00.00' \ �o \ / g/ po !/i
SUBDIVISION BOUNDARY LINE
SUBDIVISION LOT LINES \
STREET CENTERLINES C10°p� j // LOT2
i. i5 ACRES
SECTION LINES zo 10.00' WIDE PUBLIC \ \ U
/� ACCESS & UTILITY \ gyp°
ADJACENT PROPERTY LINES EASEMENT
- - - - - - - - - NEW EASEMENT SIDELINE LOT 1 / ,`P/ O 7
i.03 ACRES / / GV`i C8
HARVEST SPRINGS JV
INST. NO. 21905777-8
36 1 SOUTHEAST CORNER
OF SECTION 35. FOUND
35 2 2" ALUMINUM CAP AS
DESCRIBED IN CP&F
INST. NO. 21800885
7Q
�OS O r rr r
S 00 08 43 W 209.30
CO N
0 1) N h
z 00 °O
NEW EASEMENT CENTERLINE p0 \ (moo
BLOCK 3 / / GQ�/ / \ ham' \ \ WNW
EXISTING EASEMENT SIDELINE ♦ ` A / \ �o°� m � o
ti110-9 ��� O�i �r. / \ \ ��\ \ BLOCK 1 LL
0 �
FEMA FLOODPLAIN EXTENTS 2�7' ,`Lp GP/ / \ SF�� \ \ 0 Z
2 / y o^. \ 6j LOT 1 N°
(RJ INDICATES A RESTRICTED LOT (SEE NOTE 4) `s�� / G� �p^' \ \ 8p, 6��3 \ \ 3.22 ACRES O < oo
/ . 9, \ Z
TEMPORARY EASEMENT FOR VEHICLE \
TURNAROUND AND FOR THE MAINTENANCE S��j,�" // \ \ \y9�L 3��j `N°I
OF PUBLIC UTILITIES. THIS EASEMENT WILL S 49°28'06" E Nolti�
10.00' WIDE PUBLIC
TERMINATE AFTER THE NEXT SUBDIVISION 7.40 50.00' / �u'g, \ ACCESS & UTILITY
IS COMPLETED. THIS PUBLIC UTILITY 3$ \ A EASEMENT Lo
EASEMENT IS RECORDED UNDER 5 01 i " / \ \��jy \ \ �
INSTRUMENT NO. pp
� _S 1°11'35" E / �I 10.00' WIDE PUBLIC \� \S�` 00
6' 126 95' ACCESS & UTILITY
_ ■
MIAMI glag
m1111FIA
RADIUS
A
ARC
LENGTH
TANGENT
1I
CHORD
DISTANCE
Cl
450.00'
5°55'45"
46.57'
�I
�I •
S 03°06'35" W
46.55'
�l
2050.00'
7°04'39"
ff
-•
JECT
S 03°41'02" W
�■LOCATIONIM:
Rm■\
uu
�
1950.00'
irrr
'x'91
I�IN• - • '
Iti -I �_- ��_
120.59'
r
_
uuu - • ■ •
C4
■�
, � �
Ilniiiiiii _ rpum
46.54'
qj�
....uu 7:r- I ■ -�
46.53'
C5
,.moi
40°19'42"
OEM
183.61'
S 20°18'34" W
SURVEYOR'S NARRAHME
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.
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
�$°c�83j - - - �I LOT 1 EASEMENT \ 30.00' WIDE WATERLINE
jA622N 30.00' WIDE TEMPORARY N 4,07ACRES \ 10.00' WIDE PUBLIC EASEMENT i
PUBLIC UTILITY AND \ UTILITY EASEMENT.
W SEE RECORD OF SURVEY
HARVEST SPRINGS JV ACCESS EASEMENT - BLOCK 4 \ \ 2�0.
`y INST. NO. 21905777-8 (SEE NOTE 3) c s 77,\ \ \ C1
\ N Lo
FEMA FLOOD ZONE 'A' PER 0 973, C
o, FIRM MAP NO. 16005CO230D U /
Z EFFECTIVE DATE: JULY 7, 2009 00
\ (SEE NOTE 5) �I ° �' ^ G6 ,5 -
S 0°06'40" W I S 89°53'05" E C^
31 20' 38.13' (S 1- N 00 °0655" E) (0, Co
INST. NOS. 22406764-5ElINST. NO. 22125512
---S 00008'43" W 290.18'- -------C2 -----
Ll
S 00°08'43" W 290.18' C12 L2 Q
lCo
I
J
N 00°06'55" E 476.99' 569.04' _ 202.93' 160 16'_ 35
N 00006'55" E 848.35 33.28' (R) L5 C4 - - -N 00008'43" E 290.18 - - - - C3- - - - -
SOUTH 1/16 I (S1-N00°06'55"E) 50.00' JL4- I
38.23' 38.23' LOT f SOUTH 1/4 CORNER OF
CORNER OF - - - - - J
0,09 ACRES SECTION 35. FOUND 10.00' WIDE PUBLIC
SECTION 35, UTILITY EASEMENT.
FOUND 2" 120.00'---� BLOCK 5 3/4" IRON ROD AS
° � � INST. NOS. 22406764-5 SEE RECORD OF �cP
ALUMINUM CAP
AS DESCRIBED
IN CP&F INST.
NO. 22024299
EXISTING 30.00' WIDE
SEWER LINE EASEMENT
PER INST. NO. 22405505
SEE RECORD OF SURVEY
FOR ANDREW STODDARD
INST. NO. 21900101
CURVE TABLE
#
RADIUS
A
ARC
LENGTH
TANGENT
CHORD
BEARING
CHORD
DISTANCE
Cl
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 03°41'02" W
253.07'
C3
1950.00'
7°04'39"
240.87'
120.59'
N 03°41'02" E
240.72'
C4
550.00'
4°50'54"
46.54'
23.28'
N 02°34'10" E
46.53'
C5
500.00'
40°19'42"
351.93'
183.61'
S 20°18'34" W
344.71'
C6
25.00'
81°13'40"
35.44'
21.44'
N 18°56'11" W
32.55'
C7
25.00'
87°10'41"
38.04'
23.80'
N 76°51'39" E
34.47'
C8
25.00'
90°00'00"
39.27'
25.00'
N 04°31'35" W
35.36'
C9
25.00'
90°00'00"
39.27'
25.00'
N 85°28'25" E
35.36'
C10
25.00'
90°00'00"
39.27'
25.00'
S 04°31'35" E
35.36'
C11
25.00'
90°00'00"
39.27'
25.00'
S 85°28'25" W
35.36'
C12
2000.00'
7°04'39"
247.05'
123.68'
S 03°41'02" W
246.89'
N 00 06 55 E 1325.34
(S 1- N 00 °06'55" E)
(S2 - S 00°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.
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°06'46" W
89.99'
(S3-S89°06'52"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°07'19"W 108.74)
L8
S 47°35'44" W
67.43'
(S3 - S 47°35'50" W 67.43)
CHRISTOPHER YOUNG
FREED FAMILY TRUST
INST. NO. 22122552
DESCRIBED IN CP&F /
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 89°51'17" W BETWEEN THE SOUTH 1/4 CORNER AND GRAPHIC SCALE
THE SOUTHEAST CORNER PER CITY OF CHUBBUCK 100 0 50 100
DATUM BASED ON THE CENTRAL MERIDIAN OF IDAHO
STATE PLANE EAST ZONE COORDINATE SYSTEM.
( IN FEET)
1 inch = 100'
REFERENCE DOCUMENTS
DISTANCE AND BEARING PER RECORD OF SURVEY FOR
(S1-) THE ADAMS COMPANY (RECORD INST. NO. 20900258)
FANO
(S2-) DISTANCE AND BEARING PER RECORD OF SURVEY FORERF SGS
ANDREW STODDARD (RECORD INST. NO. 21900101)
(S3-) DISTANCE AND BEARING PER RECORD OF SURVEY FOR Lr Lf --
CITY OF CHUBBUCK (RECORD INST. NO. 21903073)
Th'EW S.
OF CHUBBUCK /
INST. NO. 21903073 /
COUNTY RECORDER'S CERAF/CATE
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
BOYABARrBESCRIPT/ON
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 00°06'55" 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 1302311
,
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°55'45" 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 03°41'02" 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.
CONTAINING 15.43 ACRES, MORE OR LESS.
SYRYEYOR'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.
FANO
<v��\� �U\ST ERF S(��L
MATTHEW S. BAKER
�9J.STgTEOF 1DP����
DATE
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 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)
AC!(NOWLEDGNENT
STATE OF IDAHO, COUNTY OF
RYAN S. SATTERFIELD
SATTERFIELD REALTY
& DEVELOPMENT, INC.
(PRESIDENT)
STEVEN K. FREI
SATTERFIELD REALTY
& DEVELOPMENT, INC.
(SECRETARY)
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 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.
NOTARY PUBLIC
RESIDING IN COUNTY, STATE OF IDAHO.
MY COMMISSION EXPIRES DAY OF 20
AC!(NOWLEDGNENT
STATE OF IDAHO, COUNTY OF
CUL/NARY WATER
THIS SUBDIVISION IS ELIGIBLE TO RECEIVE WATER FROM THE EXISTING CITY OF CHUBBUCK
MUNICIPAL WATER SYSTEM.
/RR/GAT/ON WATER R/GHTS STATENENT
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.
SAN/TARP RESTR/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 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 A CERTIFICATE OF DISAPPROVAL.
DATE:
C/TYOF Cf1!/BBUC1(
HEALTH DISTRICT SIGNATURE:
THE PLAT ON WHICH THIS CERTIFICATION APPEARS HAS BEEN APPROVED BY THE CITY OF
CHUBBUCK, IDAHO, THIS DAY OF 20
KEVIN ENGLAND, MAYOR
BRIDGER MORRISON, P.E., CITY ENGINEER
JOEY BOWERS, CITY CLERK
COYNTYREY/EW/NG SYRYEYOR'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 THIS DAY OF 120
REVIEWING SURVEYOR
PLS NO.
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.
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 PRESIDENT FOR SATTERFIELD THROUGH
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.
NOTARY PUBLIC
RESIDING IN COUNTY, STATE OF IDAHO.
MY COMMISSION EXPIRES DAY OF .20
ACKNOWLEDGMENT
STATE OF IDAHO, COUNTY OF
ON THIS DAY OF , IN THE YEAR 20 , BEFORE ME A NOTARY PUBLIC,
PERSONALLY APPEARED STEVEN 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
INSTRUMENT AND ACKNOWLEDGED TO ME THAT THEY EXECUTED THE SAME ON BEHALF OF THE CORPORATION.
NOTARY PUBLIC
RESIDING IN COUNTY, STATE OF IDAHO.
MY COMMISSION EXPIRES DAY OF 20
DECLARAT/ON OF COVENANTS, COND/T/ONS AND RESTRICT/ONS
ARE RECORDED AS INSTRUMENT NUMBER AND ARE HEREBY MADE
A PART OF THE PLAT
DEVELOPMENTAGREEMENT
THE CITY OF CHUBBUCK DEVELOPMENT AGREEMENT RECORDED AS INST. NO.
ARE HEREBY MADE PART OF THIS PLAT.
JENNIFER CLARK
�9J.s�gTEOF\DP����
\NEW S.
NAME
COUNTYRECOROER'S CERAF/CATE