HomeMy WebLinkAboutItem #2 Amended Philbin Crossing Short Plat/ao'�C\
CHUBBUCK
1 0 111 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: Short Plat for Amended Philbin Crossing
Applicant:
Professional Services:
Wes Pahl
2066 South 2959 West
Aberdeen, I D 83210
Sunrise Engineering
600 E. Oak St.
Pocatello, ID 83201
Application: Amended Philbin Crossing, approximately 8.9 acres with 5
commercial lots. Located in the SW'/4 of Section 4, Township 6
South, Range 34 East, of the Boise Meridian, on the north side of
W. Chubbuck Road and the east side of Philbin Road. Generally
located at the NE corner of the W. Chubbuck Rd. / Philbin Rd.
intersection.
Existing Zoning: Limited Commercial (C-1)
Existing Land Use: Residential / Agriculture
Staff Report: The final plat for Amended Philbin Crossing qualifies for Short Plat
Procedures per the standards in Title 17.12.400. The plat application has been reviewed
by staff and meets the standards of Titles 16, 17, and 18 of City Code. Specifically:
• 16.12.230:
o Secondary pressurized irrigation system including pump station
requirement
o The applicant will construct dry pressurized irrigation mainlines that will be
connected to the City's Brookstone irrigation pump station in the future.
• 17.12.400:
o Proper access is provided to the property
o No construction and dedication of public street improvements are
required
• 17.12.210:
o A planning conference was held between applicant and city staff
o Developer has completed requirements determined at the planning
conference
• 18.08.042:
o Lots meet minimum lot standards in the Limited Commercial (C-1) 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 existing development agreement shall be re-recorded as is with
additional owner's names and signatures, referencing Amended Philbin
Crossing subdivision and the instrument number be provided on the short
plat prior to recording.
o A right -in / right -out intersection be created at the Senator Way and W.
Chubbuck Road intersection per recommendation from the traffic impact
analysis.
o An irrigation booster pump fee of $3,421.00 per acre be collected with
building permits in this development.
Attachments:
1. Proposed Findings of Fact and Conclusions of Law
2. Short Plat for Amended Philbin Crossing
/944'C_\
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
SHORT PLAT FOR AMENDED PHILBIN CROSSING, APPROXIMATELY 8.9 ACRES
LOCATED ON THE NORTH SIDE OF W. CHUBBUCK RD. AND THE EAST SIDE OF
PHILBIN RD. GENERALLY LOCATED AT THE NE CORNER OF THE W. CHUBBUCK
RD. / PHILBIN RD. INTERSECTION
FACTS
REQUEST: The applicant proposes a 5 lot Short Plat for commercial lots in the Amended Philbin Crossing
subdivision. It includes providing public streets, water, sewer, and irrigation systems 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:
Wes Pahl
2066 South 2959 West
Aberdeen, ID 83210
PROFESSIONAL SERVICES:
Sunrise Engineering
600 E. Oak St.
Pocatello, ID 83201
LOCATION: SW 1/4 of Section 4, Township 6 South, Range 34 East, of the Boise Meridian, on the north
side of W. Chubbuck Road and the east side of Philbin Road. Generally located at the NE corner of
the W. Chubbuck Rd. / Philbin Rd. intersection.
SITE CHARACTERISTICS & ZONING:
CURRENT ZONING: Limited Commercial (C-1)
CURRENT LAND USE: Residential /Agriculture
PROJECT SIZE: ±8.9 acres
VIEWS: Generally visible from the south and west
TOPOGRAPHY: Generally flat
EXISTING STRUCTURES: Existing residence
SURROUNDING LAND USES AND ZONING
NORTH: Residential; Limited Residential (R-2) zone
EAST: Residential; Limited Residential (R-2) zone
SOUTH: Vacant; Limited Commercial (C-1) zone
WEST: Residential; Single Family Residential (R-1) zone
RECENT TRAFFIC COUNTS:
2022: W. Chubbuck Rd at Philbin Rd, 6665/day
2021: Philbin Rd at W. Chubbuck Rd, 6896/day
Final Plat Approval Form- FFCL
SERVICES:
ACCESS STREET: Current access from West Chubbuck Rd. and Philbin Rd.
FIRE/EMS PROTECTION: City of Chubbuck Fire Department
SANITARY SEWER: City of Chubbuck Sewer Utility Department
CULINARY WATER: City of Chubbuck Water Utility Department
SURFACE WATER RIGHTS: Bureau of Indian Affairs — Fort Hall Irrigation Project
PROCEDURES:
In accordance with City Code 17.12.200 and Resolution 2023-09, a complete petition and fees
for a final plat were filed with the City and which contained the appropriate documents and
waiver requests pursuant to 17.12.200.
In accordance with City Code 17.12.210, the application was scheduled to be heard at a Regular
Meeting of the City Council.
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:
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:
CHUBBUCK
I D A H D
290 E Linden Avenue, Chubbuck, ID 83202
208.237.2430
www.CityofChubbuck.us
Final Plat Approval Form- FFCL
1. Conditions of Approval necessary to approve the Final Plat are (if any):
a. The existing development agreement shall be re-recorded as is with additional
owner's names and signatures, referencing Amended Philbin Crossing subdivision and
the instrument number be provided on the short plat prior to recording.
b. A right -in / right -out intersection be created at the Senator Way and W. Chubbuck
Road intersection per recommendation from traffic impact analysis.
c. An irrigation booster pump fee of $3,421.00 per acre be collected with building
permits in this development.
The Short plat proposal substantially conforms to Chapter 17.12, Section VI. Short Plat Procedure,
meaning that the following are found:
a. Proper Access is provided to the property;
b. The development is consistent with the comprehensive plan;
c. No substantial construction and dedication of public improvements are required;
d. Requirements of the planning conference have been met.
ORDER: CONCLUSION AND DECISION; PERMIT TERMS
1. The City Council, pursuant to the aforementioned, finds that the request for a Short 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 short plat is valid for a period of two (2) years. Approval of a short 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 short 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 short plat and supporting documents shall be resubmitted to the City for a
review of compliance to then existing applicable ordinances and regulations.
194�0t\
CHUBBUCK
I D A H D
290 E Linden Avenue, Chubbuck, ID 83202
208.237.2430
www.CityofChubbuck.us
Final Plat Approval Form- FFCL
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
194�0t\
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
5 WEST 1/4 CORNER OF
SECTION 4. FOUND 2"
4 ALUMINUM CAP. SEE
CP&F INST. NO. 22126715
AMENDED PHILBIN CROSSING
LOCATED IN THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 4,
TOWNSHIP 6 SOUTH, RANGE 34 EAST, BOISE MERIDIAN, BANNOCK COUNTY, IDAHO
BILYEU ESTATES - DIVISION 8 BILYEU ESTATES - DIVISION 6
M M INSTRUMENT NO. 22218873 L0712 INSTRUMENT NO. 22014896
IN
rn rn LOT15 LOT14 (P1-80.01) LOT 11 LOT10
I� � Z;I BLOCK 1 LOT13 80.01' LOT9
BLOCK 1
(P1- 60.00) (P1- 152.49) (P1- 80.00) (Pi - 80.00) (P1- 80.00) (PI -80.01)
60.00' _ 152.4_ _ _ s80.00'S 89°50'06" E 582.01' 80 .00' _so oo' _ s80.00'43.00' 117 00'_ 197.00' 368 01'
I (S2 - 368.02)
1 POINT OF
I BEGINNING
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1 38.60'
1,08 ACRES
15.00' WIDE
PUBLIC UTILITY
EASEMENT
176.99'
_ SEN_ A TOR_ WAY_
N 89°44'03" E 268.36'
G�
15.00' WIDE
If PUBLIC UTILITY
I EASEMENT
I
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1
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47
SOUTHWEST CORNER
SECTION 4. FOUND 2"
ALUMINUM CAP IN VAULT
PER CP&F INST. NO. 22213751
80
M
04
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o
0
z
2
2.72 ACRES
BLOCK 2
54.37'
o\
;'-\\ 15.00' WIDE
231.37' �'� \� PUBLIC UTILITY
\ EASEMENT
15.00' WIDE
PUBLIC UTILITY
EASEMENT \ \
2
1.32 ACRES
N 89°58'24" E 349.12'
I
1.64 ACRES
BLOCK 1
15.00' WIDE
PUBLIC UTILITY
- - - - - - � EASEMENT
-------------
_ 278.23'
78-9050-4"'W W 513.61'
(S1-S89°5041"E 513.62)
13.10'
1 S 89°50'52" E 161.10'
1 I I
27.50'127.50'1
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I
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G 47.72' 47.29'
(s1 625,02)CHUBBUCK ROAD
-'
625.02'_ _
S 89°50'41" E 1322.99'
(P1-S1-S2-S89°50'41"E 1322.99)
N
Co
Lo
N
3
1,00 ACRES
BILYEU ESTATES - DIVISION 5
INSTRUMENT NO. 21917770
LOTS
(P1- 1251) O
-12.51' BLOCK 114
LOT6
I00
_C
-lo LOT5
N
BL OCK 1
CURVE TABLE
#
RADIUS
A
ARC
LENGTH
WO
CHORD
BEARING
CHORD
DISTANCE
Cl
32.00'
37°43'39"
zLoCO
m
o
20.69'
0
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(37°4339)
(21.07)
(----)
Z
°
m
12°02'45"
4
of
N 14°30'21" W
101.15'
(S1)
Z
I ----
C) L6 '� N
ticNi�� N
N 0
I
TI
I
I 1
Ni
1 38.60'
1,08 ACRES
15.00' WIDE
PUBLIC UTILITY
EASEMENT
176.99'
_ SEN_ A TOR_ WAY_
N 89°44'03" E 268.36'
G�
15.00' WIDE
If PUBLIC UTILITY
I EASEMENT
I
�I
1
C'�
Co
7
47
SOUTHWEST CORNER
SECTION 4. FOUND 2"
ALUMINUM CAP IN VAULT
PER CP&F INST. NO. 22213751
80
M
04
h
� o
o
0
z
2
2.72 ACRES
BLOCK 2
54.37'
o\
;'-\\ 15.00' WIDE
231.37' �'� \� PUBLIC UTILITY
\ EASEMENT
15.00' WIDE
PUBLIC UTILITY
EASEMENT \ \
2
1.32 ACRES
N 89°58'24" E 349.12'
I
1.64 ACRES
BLOCK 1
15.00' WIDE
PUBLIC UTILITY
- - - - - - � EASEMENT
-------------
_ 278.23'
78-9050-4"'W W 513.61'
(S1-S89°5041"E 513.62)
13.10'
1 S 89°50'52" E 161.10'
1 I I
27.50'127.50'1
I
I
0
I
ri
1
loo
N
Lu
V
I IN
o
I IU)
I
I �
55.00'
I
I
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co
G 47.72' 47.29'
(s1 625,02)CHUBBUCK ROAD
-'
625.02'_ _
S 89°50'41" E 1322.99'
(P1-S1-S2-S89°50'41"E 1322.99)
N
Co
Lo
N
3
1,00 ACRES
BILYEU ESTATES - DIVISION 5
INSTRUMENT NO. 21917770
LOTS
(P1- 1251) O
-12.51' BLOCK 114
LOT6
I00
_C
-lo LOT5
N
BL OCK 1
CURVE TABLE
#
RADIUS
A
ARC
LENGTH
TANGENT
CHORD
BEARING
CHORD
DISTANCE
Cl
32.00'
37°43'39"
21.07'
10.93'
N 39°23'34" W
20.69'
(S1)
(32.00)
(37°4339)
(21.07)
(----)
(S 39°2334"E)
(20.69)
C2
482.00'
12°02'45"
101.34'
50.86'
N 14°30'21" W
101.15'
(S1)
(482.00)
(12°0245)
(101.34)
(--- )
(S 14°3022"E)
(101.15)
C3
125.00'
89'48'13"
195.92'
124.57'
N 45°21'51" W
176.47'
C4
20.00'
90°00'00"
31.42'
20.00'
S 45°15'57" E
28.28'
C5
20.00'
90°00'00"
31.42'
20.00'
S 44°44'03" W
28.28'
C6
20.00'
90°37'03"
31.63'
20.00'
N 44°50'47" E
28.44'
C7
20.00'
89°22'57"
31.20'
20.00'
S 45°09'13" E
28.13'
LINE TABLE
#
BEARING
DISTANCE
(REFERENCES)
L1
N 58015'23" W
24.18'
(S1-S58°1523"E 24.18)
L2
N 08°28'59" W
69.61'
(S1- S 08 28'59"E 69.61)
I
1 15.00' WIDE
I
1 PUBLIC UTILITY
EASEMENT
L --------
- -I - -
41111111- - 140.38'
SARY/EYOR'S AWRAT/1/E
1. THE PURPOSE OF THIS SURVEY IS TO CORRECT THE RECORDED PHILBIN CROSSING INST. NO. 22403214,
TO MATCH THE AS -BUILT LOCATION OF UTILITIES AND LAYOUT THAT WAS USED FOR THE DESIGN AND
CONSTRUCTION OF THIS PROPERTY
2. THE PURPOSE OF THIS SURVEY IS TO ESTABLISH THE BOUNDARY OF THE PARCEL OF LAND DESCRIBED
AND CREATE LOTS, BLOCKS AND A STREET FOR FUTURE DEVELOPMENT.
3. THE NORTH BOUNDARY LINE HAS BEEN DETERMINED TO FOLLOW ALONG BILYEU ESTATES - DIVISIONS 5,
6 & 8 (RECORD INST. NOS. 21917770, 22014896, AND 22218873). THE EAST BOUNDARY LINE HAS BEEN
DETERMINED TO FOLLOW ALONG BILYEU ESTATES - DIVISIONS 1 & 4 (RECORD INST. NOS. 21712050 AND
21816325). THE SOUTH AND WEST BOUNDARY LINES HAVE BEEN DETERMINED TO FOLLOW ALONG THE
NORTH AND EAST RIGHT-OF-WAY LINES OF CHUBBUCK ROAD AND PHILBIN ROAD.
I
I
lio LO -2
L o
NIM
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BILYEU ESTATES - DIVISION 1
INSTRUMENT NO. 21712050
I
I
n LOT1
Lo
C6 BLOCK 1
(P1 -S1-590)
r5.90'
(P1 -S1-46.76)
46.76'
(SI -69797)
_ 697.97'
PL LAry\
\O �G�S T ERF
, .v STgTEOFVOPpl
\yEW S. 0�
BASIS OFMAR/NG
THE WEST LINE OF SECTION 4 WAS ASSUMED
TO BE N 00°15'57" W BETWEEN THE SOUTHWEST
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.
NOTES
1. THE PROPERTY IS LOCATED IN FLOOD ZONE X
(AREA OF MINIMAL FLOOD HAZARD)
PER FEMA FLOOD PANEL 16005CO236D.
GRAPH/C SCALE
60 0 30 60
( IN FEET)
1 inch = 60'
_ WEST 1/16 CORNER ON
THE SOUTH LINE OF
SECTION 4. FOUND 5/8
REBAR WITH NO CAP. SEE
CP&F INST. NO. 99014595
COMYRECORBER'S CERTIFICATE
LEGEND
5 4
8 9 FOUND SECTION CORNER AS NOTED
5
FOUND 1/4 CORNER AS NOTED
4
o o LOT4
00
Lo
N
®
FOUND 1 INCH COPPER CAP IN CONCRETE
"PLS
STAMPED 19045"
N N
®
CAP STAMPED "RMES PELS 2341"
h
BILYEU ESTATES - DIVISION 4
STAMPED "RMES PELS 2341"
INSTRUMENT NO. 21816325
FOUND 5/8 INCH REBAR WITH 2 INCH ALUMINUM
O
CAP STAMPED "RMES PLS 18971"
4W
FOUND 1/2 INCH REBAR WITH PLASTIC CAP
STAMPED "RMES PLS 18971"
I�o
SET 5/8 BY 24 INCH REBAR WITH ALUMINUM CAP
L�
2
STAMPED "LS 13023"
r
SET 1/2 BY 24 INCH REBAR WITH PLASTIC CAP
r. N
o
SUBDIVISION LOT/BLOCK NUMBER
C
o0
SUBDIVISION BOUNDARY LINE
o LOT3
SUBDIVISION LOT LINES
CD
o�
SECTION LINES
ADJACENT PROPERTY LINES
I
1 15.00' WIDE
I
1 PUBLIC UTILITY
EASEMENT
L --------
- -I - -
41111111- - 140.38'
SARY/EYOR'S AWRAT/1/E
1. THE PURPOSE OF THIS SURVEY IS TO CORRECT THE RECORDED PHILBIN CROSSING INST. NO. 22403214,
TO MATCH THE AS -BUILT LOCATION OF UTILITIES AND LAYOUT THAT WAS USED FOR THE DESIGN AND
CONSTRUCTION OF THIS PROPERTY
2. THE PURPOSE OF THIS SURVEY IS TO ESTABLISH THE BOUNDARY OF THE PARCEL OF LAND DESCRIBED
AND CREATE LOTS, BLOCKS AND A STREET FOR FUTURE DEVELOPMENT.
3. THE NORTH BOUNDARY LINE HAS BEEN DETERMINED TO FOLLOW ALONG BILYEU ESTATES - DIVISIONS 5,
6 & 8 (RECORD INST. NOS. 21917770, 22014896, AND 22218873). THE EAST BOUNDARY LINE HAS BEEN
DETERMINED TO FOLLOW ALONG BILYEU ESTATES - DIVISIONS 1 & 4 (RECORD INST. NOS. 21712050 AND
21816325). THE SOUTH AND WEST BOUNDARY LINES HAVE BEEN DETERMINED TO FOLLOW ALONG THE
NORTH AND EAST RIGHT-OF-WAY LINES OF CHUBBUCK ROAD AND PHILBIN ROAD.
I
I
lio LO -2
L o
NIM
C)
BILYEU ESTATES - DIVISION 1
INSTRUMENT NO. 21712050
I
I
n LOT1
Lo
C6 BLOCK 1
(P1 -S1-590)
r5.90'
(P1 -S1-46.76)
46.76'
(SI -69797)
_ 697.97'
PL LAry\
\O �G�S T ERF
, .v STgTEOFVOPpl
\yEW S. 0�
BASIS OFMAR/NG
THE WEST LINE OF SECTION 4 WAS ASSUMED
TO BE N 00°15'57" W BETWEEN THE SOUTHWEST
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.
NOTES
1. THE PROPERTY IS LOCATED IN FLOOD ZONE X
(AREA OF MINIMAL FLOOD HAZARD)
PER FEMA FLOOD PANEL 16005CO236D.
GRAPH/C SCALE
60 0 30 60
( IN FEET)
1 inch = 60'
_ WEST 1/16 CORNER ON
THE SOUTH LINE OF
SECTION 4. FOUND 5/8
REBAR WITH NO CAP. SEE
CP&F INST. NO. 99014595
COMYRECORBER'S CERTIFICATE
LEGEND
5 4
8 9 FOUND SECTION CORNER AS NOTED
5
FOUND 1/4 CORNER AS NOTED
4
FOUND 1/16 CORNER AS NOTED
FOUND 5/8 INCH REBAR WITH PLASTIC CAP
STAMPED "PLS 19405" OR AS NOTED
®
FOUND 1 INCH COPPER CAP IN CONCRETE
"PLS
STAMPED 19045"
FOUND 5/8 INCH REBAR WITH 2 INCH ALUMINUM
®
CAP STAMPED "RMES PELS 2341"
B
FOUND 1/2 INCH REBAR WITH PLASTIC CAP
STAMPED "RMES PELS 2341"
FOUND 5/8 INCH REBAR WITH 2 INCH ALUMINUM
O
CAP STAMPED "RMES PLS 18971"
❑
FOUND 1/2 INCH REBAR WITH PLASTIC CAP
STAMPED "RMES PLS 18971"
SET 5/8 BY 24 INCH REBAR WITH ALUMINUM CAP
STAMPED "LS 13023"
SET 1/2 BY 24 INCH REBAR WITH PLASTIC CAP
STAMPED "LS 13023"
5 / BLOCK 1
SUBDIVISION LOT/BLOCK NUMBER
LOT 1/BLOCKS
EXISTING SUBDIVISION LOT/BLOCK NUMBER
SUBDIVISION BOUNDARY LINE
SUBDIVISION LOT LINES
-
SECTION LINES
ADJACENT PROPERTY LINES
- - - - - - - - -
NEW EASEMENT SIDELINE
- -
EXISTING EASEMENT SIDELINE
(S1-)
BEARING AND DISTANCE PER RECORD OF SURVEY
FOR CITY OF CHUBBUCK (INST. NO. 22214025)
(S2-)
BEARING AND DISTANCE PER RECORD OF SURVEY
FOR WES PAHL (INST. NO. 22011576)
(P1)
BEARING AND DISTANCE PER BILYEU ESTATES
DIVISIONS 1,4,5,6 AND 8 (INST. NOS. 21712050,
21816325, 21917770, 22014896 AND 22218873)
BOYNBARYBESCR/PT/ON
A PARCEL OF LAND LOCATED IN THE SOUTHWEST QUARTER OF THE SOUTHWEST
QUARTER OF SECTION 4, TOWNSHIP 6 SOUTH, RANGE 34 EAST, BOISE MERIDIAN, BANNOCK
COUNTY, IDAHO, DESCRIBED MORE PARTICULARLY AS FOLLOWS:
COMMENCING AT THE WEST QUARTER CORNER OF SECTION 4, POINT BEING MONUMENTED
BY A 2 INCH ALUMINUM CAP AS DESCRIBED IN CORNER PERPETUATION AND FILING INST.
NO. 22126715;
THENCE SOUTH 00°15'57" EAST, FOLLOWING ALONG THE WEST LINE OF SECTION 4, A
DISTANCE OF 1921.31 FEET TO A POINT BEING MONUMENTED BY A 2 INCH ALUMINUM CAP
STAMPED "RMES PLS 18971":
THENCE SOUTH 89°50'06" EAST, LEAVING THE WEST LINE OF SECTION 4, A DISTANCE OF
43.00 FEET TO THE POINT OF BEGINNING;
THENCE CONTINUING SOUTH 89°50'06" EAST, FOLLOWING ALONG THE SOUTH BOUNDARY
LINES OF BILYEU ESTATES - DIVISION 8, 6, AND 5 (RECORD INST. NOS. 22218873, 22014896,
AND 21917770), A DISTANCE OF 582.01 FEET TO A POINT BEING MONUMENTED BY A 2 INCH
ALUMINUM CAP STAMPED "RMES PELS 2341";
THENCE SOUTH 00°15'57" EAST, LEAVING SAID SOUTH BOUNDARY LINES OF BILYEU
ESTATES - DIVISION 8, 6, AND 5, AND FOLLOWING ALONG THE WEST BOUNDARY LINES OF
BILYEU ESTATES - DIVISION 4 AND 1 (RECORD INST. NOS. 21816325 AND 21712050), A
DISTANCE OF 672.26 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF CHUBBUCK
ROAD, BEING MONUMENTED BY A 5/8 INCH REBAR WITH A PLASTIC CAP STAMPED "PLS
19405";
THENCE LEAVING SAID WEST BOUNDARY LINES OF BILYEU ESTATES - DIVISION 4 AND 1
AND FOLLOWING ALONG SAID NORTH RIGHT-OF-WAY LINE OF CHUBBUCK ROAD AND THE
EAST RIGHT-OF-WAY LINE OF PHILBIN ROAD FOR THE FOLLOWING SIX (6) COURSES:
1. NORTH 89°50'41" WEST, A DISTANCE OF 513.61 FEET TO A POINT BEING MONUMENTED
BY A 5/8 INCH REBAR WITH A PLASTIC CAP STAMPED "PLS 19405";
2. NORTH 58'15'23" WEST, A DISTANCE OF 24.18 FEET TO A POINT BEING MONUMENTED
BY A 1 INCH COPPER CAP IN CONCRETE STAMPED "PLS 19045", ALSO BEING A POINT
OF TANGENCY WITH A 32.00 -FOOT -RADIUS CURVE WHOSE CENTER BEARS NORTH
31'44'37" EAST;
3. THENCE FOLLOWING SAID CURVE IN A NORTHWESTERLY DIRECTION THROUGH A
CENTRAL ANGLE OF 37°43'39" FOR AN ARC LENGTH OF 21.07 FEET (THE CHORD OF
SAID CURVE BEARS NORTH 39°23'34" WEST A DISTANCE OF 20.69 FEET) TO A POINT
BEING MONUMENTED BY A 1 INCH COPPER CAP IN CONCRETE STAMPED "PLS 19045",
ALSO BEING A POINT OF TANGENCY WITH A 482.00 -FOOT -RADIUS CURVE WHOSE
CENTER BEARS NORTH 69°28'16" EAST;
4. THENCE FOLLOWING SAID CURVE IN A NORTHWESTERLY DIRECTION THROUGH A
CENTRAL ANGLE OF 12°02'45" FOR AN ARC LENGTH OF 101.34 FEET (THE CHORD OF
SAID CURVE BEARS NORTH 14°30'21" WEST A DISTANCE OF 101.15 FEET) TO A POINT
OF TANGENCY BEING MONUMENTED BY A 5/8 INCH REBAR WITH A PLASTIC CAP
STAMPED "PLS 19405";
5. THENCE NORTH 08°28'59" WEST, A DISTANCE OF 69.61 FEET TO A POINT BEING
MONUMENTED BY A 5/8 INCH REBAR WITH A PLASTIC CAP STAMPED "PLS 19405";
6. THENCE NORTH 00°15'57" WEST, A DISTANCE OF 477.06 FEET TO THE POINT OF
BEGINNING.
CONTAINING 8.90 ACRES, MORE OR LESS.
SURVEYOR'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 OFIDAHO ER WITH ALL LOCAL ORDINANCES
HAVE BEEN COMPLIED WITH. �p1. LA
\STERE SGS
G
MATTHEW S. BAKER ILZ—V U UL-iU ,LSI DATE
AMENDED PHILBIN CROSSING
LOCATED IN THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 4,
TOWNSHIP 6 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 A STREET
TO BE HEREAFTER KNOWN AS AMENDED PHILBIN CROSSING. 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 STREET ARE TO BE AS SHOWN ON THE 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.
WESLEY PAHL (OWNER)
BRIANNE PAHL (OWNER)
OWNERS OF LOTS 1-3, BLOCK 2:
G&J PAHL INVESTMENTS FAMILY, LLLP
G&J PAHL FAMILY MANAGEMENT LLC, GENERAL PARTNER
SAN/TARYRESTR/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: HEALTH DISTRICT SIGNATURE:
DECLARATION OFCOYENANTS, COND/T/ONSAND RESTRICTIONS
ARE RECORDED AS INSTRUMENT NUMBER 22403213 AND ARE HEREBY MADE A PART OF THE
PLAT
DEYELOPMENTAGREEMENT
THE CITY OF CHUBBUCK DEVELOPMENT AGREEMENT RECORDED AS INST. NO. ARE HEREBY
MADE A PART OF THIS PLAT.
CUL/NARY WATER
THIS SUBDIVISION IS ELIGIBLE TO RECEIVE WATER FROM THE EXISTING CITY OF CHUBBUCK
MUNICIPAL WATER SYSTEM.
/RR/GAT/ON WATER RIGHTS STATEMENT
LANDS WITHIN THIS PLAT ARE ENTITLED TO IRRIGATION WATER SUPPLIED BY FORT HALL
IRRIGATION PROJECT. DELIVERY OF IRRIGATION WATER FROM THE PROJECT TO INDIVIDUAL
LOTS HAS BEEN DONE IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(b) AND CITY OF
CHUBBUCK CODE SECTION 16.12.230. PROPERTY OWNERS WILL BE OBLIGATED FOR
ASSESSMENTS THROUGH THE CITY OF CHUBBUCK.
Mr)" OF CHUBBUCK
THE PLAT ON WHICH THIS CERTIFICATION APPEARS IS HEREBY APPROVED BY THE CITY OF
GREG PAHL (MANAGER) JULIE PAHL (MANAGER) CHUBBUCK, IDAHO, THIS DAY OF 20
OWNERS OF LOTS 1 & 2, BLOCK 1:
PHILBIN CROSSING MART INC
HARPREET MULTANI (DIRECTOR)
ACKNOWLEDGMENT
STATE OF IDAHO. COUNTY OF BANNOCK
SHARANJIT MULTANI (PRESIDENT)
ON THIS DAY OF IN THE YEAR 20 , BEFORE ME THE UNDERSIGNED, A NOTARY PUBLIC IN
AND FOR SAID STATE, PERSONALLY APPEARED WESLEY PAHL AND BRIANNE PAHL, KNOWN OR IDENTIFIED TO
ME, TO BE THE PERSONS WHOSE NAMES ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED
THAT THEY EXECUTED THE SAME.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY SEAL THIS DAY AND THIS CERTIFICATE
ABOVE WRITTEN.
NOTARY PUBLIC
RESIDING IN
ACKNOWLEDGMENT
COUNTY, STATE OF IDAHO.
STATE OF IDAHO, COUNTY OF BANNOCK
ON THIS DAY OF IN THE YEAR 20 , BEFORE ME THE UNDERSIGNED, A NOTARY PUBLIC IN AND
FOR SAID STATE, PERSONALLY APPEARED GREG PAHL AND JULIE PAHL, KNOWN OR IDENTIFIED TO ME TO BE THE
MANAGERS OF G&J PAHL FAMILY MANAGEMENT, LLC, GENERAL PARTNER(S) THAT EXECUTED THE FOREGOING
INSTRUMENT IN SAID PARTNERSHIP NAME AND ACKNOWLEDGED THAT THEY EXECUTED THE SAME.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY SEAL THIS DAY AND THIS CERTIFICATE
ABOVE WRITTEN.
NOTARY PUBLIC
RESIDING IN COUNTY, STATE OF IDAHO.
ACKNOWLEDGMENT
STATE OF IDAHO, COUNTY OF BANNOCK
ON THIS DAY OF , IN THE YEAR 20 , BEFORE ME THE UNDERSIGNED, A NOTARY PUBLIC IN AND
FOR SAID STATE, PERSONALLY APPEARED HARPREET MULTANI AND SHARANJIT MULTANI, KNOWN TO ME TO BE THE
DIRECTOR AND PRESIDENT OF THE CORPORATION, AND THAT PURSUANT TO A RESOLUTION OF THE BOARD OF
DIRECTORS, HE/SHE EXCUTED THE FOREGOING IS SAID CORPORATION NAME AND ACKNOWLEDGED TO ME THAT
HE/SHE EXECUTED THE SAME.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY SEAL THIS DAY AND THIS CERTIFICATE
ABOVE WRITTEN.
NOTARY PUBLIC
RESIDING IN COUNTY, STATE OF IDAHO.
KEVIN ENGLAND, MAYOR
JOEY BOWERS, CITY CLERK
BRIDGER MORRISON, P.E., CITY ENGINEER
REY/EW/NG SURVEYOR'S CERTIFICATE
I, ADAM J. THAYER, 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 REQUIREMENTS OF IDAHO CODE 50-1305 HAVE BEEN MET, AND 1
APPROVE THE SAME FOR FILING THIS DAY OF , 20
ADAM J. THAYER PLS NO. 19405
COUNTY TREASURER'S CERT/F/GATE
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.
THROUG
JENNIFER CLARK, COUNTY TREASURER DATE
COYNTYRECORDER'S CERT/F/GATE