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HomeMy WebLinkAboutItem #07 Amended Philbin Crossinglao"�t\ CHUBBUCK 1 0 0 H 0 Memo To: City Council Public Works Department Development Services Division 290 E. Linden Avenue, Chubbuck, ID 83202 208.237.2430 www.CityofChubbuck.us From: Sean Harris, Development Services Manager Date: December 4, 2025 Re: Acceptance of Offer of Dedication City staff has completed final inspection and has found that all structures and improvements relating to the dedicated lands, streets or utilities in Amended Philbin Crossing subdivision have been completed in accordance with City standards. Execution of the Acceptance of Offer of Dedication is recommended. 8: Public Works �Engineering �Developmen ts � Philbin Crossing - 2024�Acceptance of Offer�Amended Philbin Crossing Memo to Council 12.04.2025 - DRAFT.docx Acceptance of Offer of Dedication On AUGUST 21, 2024, the final plat of AMENDED PHILBIN CROSSING was approved by the Chubbuck City Council, and said plat is recorded as Instrument No. 22501495 in the official records of Bannock County, Idaho. Said approval of the final plat does not, under the provisions of Title 17 of the Chubbuck City Code, constitute an acceptance of the offer of dedication contained therein. The Chubbuck City Council has found that all structures and improvements relating to the dedicated lands, streets or utilities have been completed and approved and, directed the Mayor of the City of Chubbuck to execute this Instrument accepting the offer of dedication contained in the final plat of AMENDED PHILBIN CROSSING, City Code 17.12.250. This acceptance does not relieve the owner and/or contractor of their responsibility to guarantee the quality of the improvements for a two year period including providing 25% of public improvement costs used as a guarantee for the two year warranty, as provided in Chubbuck Code 17.16.070. The City of Chubbuck hereby accepts and confirms the dedication and offer of dedication, as contained in the final plat of AMENDED PHILBIN CROSSING, of all streets, utilities, dedicated lands, easements, pedestrian ways, parks and recreation areas depicted therein. BY ORDER OF THE CITY COUNCIL OF THE CITY OF CHUBBUCK, IDAHO, THIS DAY OF .2026 (NOTARY SEAL) STATE OF IDAHO ) :SS County of Bannock ) On this day of 2026, Before me, the undersigned Notary Public, in and for said State, personally appeared Kevin B. England - Mayor and Joey Bowers — City Clerk, known to me to be the persons whose names are subscribed to the within instrument and acknowledged to me that they executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first written above. NOTARY PUBLIC - STATE OF IDAHO Commission Expires: Kevin B. England, Mayor Attest: Joey Bowers, City Clerk B:\Public Works\Engineering\Developments\Philbin Crossing - 2024\Acceptance of Offer\Amended Philbin Crossing Acceptance_12.04.2025 - DRAFT.doc 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 (S2 - 368.029 POINT OF I BEGINNING 'rn N I 1,0'8 ACRES I N I I I I 1 2 BILYEU ESTATES - DIVISION 8 ARC LENGTH BILYEU ESTATES - DIVISION 6 io C,, INSTRUMENT NO. 22218873 ! L0712 I INSTRUMENT NO. 22014896 BLOCK 2 z (S1) EASEMENT (37°4339) (21.07) ti� c� •, LOT 15 ,'� LOT 14 (PI - 80.019 LOT 13 LOT 11LOT9 Z07-10 O Q BLOCK 1 N 14°30'21" W 80.01' ----- BLOCK 1 (12°0245) (P1 60.00) j (PI - 152.49) (P1- 80.00) �; ! (P1- 80.00) (Pf - 80.00') (P1- 80.01 195.92' 60.00' N 45°21'51" W _ 152.4= _ 80.00 S 89° 0'06' E 582.01' so.00' oo' ! 80.00 20.00' 43.00' 28.28' C5 17 00' 197.06'_ 90000'00" _:.OV 368 0~ _so _ � (S2 - 368.029 POINT OF I BEGINNING 'rn N I 1,0'8 ACRES I N I I I I 1 15.00' WIDE I-� PUBLIC UTILITY EASEMENT I CI rn I I I 38.60' 1 N V %-Cr) CO I C �---- 7 47 SOUTHWEST CORNER SECTION 4. FOUND 2" ALUMINUM CAP IN VAULT PER CP&F INST. NO. 22213751 SENATOR WA Y `" - 2 RADIUS A ARC LENGTH 15.00' WIDE io CHORD DISTANCE io 32.00' i2 ? PUBLIC UTILITY y 11Z'3 -0I � "MIO BLOCK 2 z (S1) EASEMENT (37°4339) (21.07) ti� IS 392334"E) (20.69) C2 482.00' Q �N O Q � � N 14°30'21" W ------ C' Q ----- W ^ (12°0245) (101.34) (- l 176.99' 15.00' WIDE I-� PUBLIC UTILITY EASEMENT I CI rn I I I 38.60' 1 N V %-Cr) CO I C �---- 7 47 SOUTHWEST CORNER SECTION 4. FOUND 2" ALUMINUM CAP IN VAULT PER CP&F INST. NO. 22213751 SENATOR WA Y `" - 2 RADIUS A ARC LENGTH 2,72 ACRES io CHORD DISTANCE C1 32.00' i2 ? 21.07' o ` BLOCK 2 z (S1) 54.37' N 89°44'03" E 268.36' 'Q \ fir' \ 15.00' WIDE 231.37'\�G'� \�- PUBLIC UTILITY \ EASEMENT 15.00' WIDE PUBLIC UTILITY EASEMENT \ \ 1 2 ' 1.32 ACRES I I I IN I� N 89°58'24" E 349.12' 1 1.64 ACRES BLOCK 1 27.50'127.50'1 i 0 rn ri 100 N w V 1 � N � O I ICn I 1 1 55.00' I I 15.00' WIDE PUBLIC UTILITY - - - - - EASEMENT i 278.23' G 47.72' 47.29' �- N 89°50'41" W 513.61' (S1- S89°5041"E 513.62) (S1- 62502) _ _625.02' CHUBBUCK ROAD S 89°50'41" E 1322.99' (P1-S1-S2-S89°5041"E 1322.99) N Cl) N 13.10' BILYEU ESTATES - DIVISION 5 INSTRUMENT NO. 21917770 LOTS N, (P1- 12.517 BLOCK 1 OV S 89°50'52" E 161.10' 3 1.00 ACRES 15.00' WIDE - PUBLIC UTILITY EASEMENT - - 140.38' SIMMOB'S NAIRIRAT/UE 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. LOT6 Z') 06 (0 m (o CURVE TABLE # RADIUS A ARC LENGTH TANGENT CHORD BEARING CHORD DISTANCE C1 32.00' 37043'39" 21.07' 10.93' N 39°23'34" W 20.69' (S1) (3200) (37°4339) (21.07) (- 1 IS 392334"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) (- l IS 143022'E) (101.15) C3 125.00' 89'48'13" 195.92' 124.57' N 45°21'51" W 176.47' C4 20.00' 90000'00" 31.42' 20.00' S 45'15'57" E 28.28' C5 20.00' 90000'00" 31.42' 20.00' S 44044'03" W 28.28' C6 20.00' 90037'03" 31.63' 20.00' N 44050'47" E 28.44' C7 20.00' 89°22'57" 31.20' 20.00' S 45009'13" E 28.13' LINE TABLE # BEARING DISTANCE (REFERENCES) L1 N 58015'23" W 24.18' (SI -S58°1523"E 24.189 L2 N 08028'59" W 69.61' (SI - S 08-2859-E 69.619 to T2 h L O N M o C) BILYEUBILYEU ESTATES - DIVISION 1 INSTRUMENT NO. 21712050 i I LOT1 LO� BLOCK CL 1 (P1 -S1- 5.90) r 5.90' (P1 -S1- 46.76) 46.76' � - 5�_ (SI -697979 697.97' �P� O NO E S �G' ��J RFo GSL �'9 STgTEOF\OP� �� T j'yEW S. 0P� BASIS OFBEAB/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. GRAPHIC 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 C011NTrl7ECONDECS CERTIFICATE Instrument a 22501495 Bannock County Pocatello, Idaho 02/11/2025 10:44:39 RM No. of Pages: 2 Recorded for: SUNRISE ENGINEERING Jason C. Dixon Fee $11.00 Deputy: �ibrower LEGEND 5+4 FOUND SECTION CORNER AS NOTED 5 FOUND 1/4 CORNER AS NOTED 4 o o LOT4 I O LO ® FOUND 1 INCH COPPER CAP IN CONCRETE STAMPED "PLS 19045" FOUND 5/8 INCH REBAR WITH 2 INCH ALUMINUM ® zo B FOUND 1/2 INCH REBAR WITH PLASTIC CAP N STAMPED "RMES PELS 2341" ti� BILYEU ESTATES - DIVISION 4 CAP STAMPED "RMES PLS 18971" ❑ INSTRUMENT NO. 21816325 W 4.� • STAMPED "LS 13023" M I!� o STAMPED "LS 13023" 5 / BLOCK 1 SUBDIVISION LOT/BLOCK NUMBER LOT 1/BLOCK/ EXISTING SUBDIVISION LOT/BLOCK NUMBER - - o SUBDIVISION LOT LINES o _ p o SECTION LINES --- - - - o LOTS - - - - - - - - - NEW EASEMENT SIDELINE - -- - EXISTING EASEMENT SIDELINE (S1) O to T2 h L O N M o C) BILYEUBILYEU ESTATES - DIVISION 1 INSTRUMENT NO. 21712050 i I LOT1 LO� BLOCK CL 1 (P1 -S1- 5.90) r 5.90' (P1 -S1- 46.76) 46.76' � - 5�_ (SI -697979 697.97' �P� O NO E S �G' ��J RFo GSL �'9 STgTEOF\OP� �� T j'yEW S. 0P� BASIS OFBEAB/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. GRAPHIC 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 C011NTrl7ECONDECS CERTIFICATE Instrument a 22501495 Bannock County Pocatello, Idaho 02/11/2025 10:44:39 RM No. of Pages: 2 Recorded for: SUNRISE ENGINEERING Jason C. Dixon Fee $11.00 Deputy: �ibrower LEGEND 5+4 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 STAMPED "PLS 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 0 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" M SET 1/2 BY 24 INCH REBAR WITH PLASTIC CAP STAMPED "LS 13023" 5 / BLOCK 1 SUBDIVISION LOT/BLOCK NUMBER LOT 1/BLOCK/ 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) BOYNOARYBESCRIPMN A PARCEL OF LAND LOCATED IN THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 4, TOWNSHIP 6 SOUTH, RANGE 34 EAST, BOISE MERIDIAN, BAN NOCK 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 518 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 518 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 8EARS 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 518 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 518 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. SYRYEYOR'S CERTIFICATE !, 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 DIRECTItUN 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. NAS LAND 1 S- MATTHEW S. BAKER 001 3��� O DATE TyEW 5.0A SANITARY RESTRICTIONS 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: AMENDED PHILBIN CROSSING LOCATED IN THE SOUTHWEST 114 OF THE SOUTHWEST 114 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- . ESLEY PAHL {OWNER) BRIANNE PAHL (OWNER) OWNERS OF LOTS 1-3, BLOCK Z G&J PAHL INVESTMENTS FAMILY, LLLP G&J PAH GEMENT LLC, GENERAL PARTNER !7 GREG PAHL (MA'NAGER) lE PAHL (MANAGER) OWNERS OF LOTS 1 & 2, BLOCK 1 PHILBIN CROSSING MART INC 2ZEET MULTANI (DIRECTOR) ACArNOWLENMENT STATE OF IDAHO, COUNTY OF BANNOCK A JIT MULTANI (PRESIDENT) ON THIS/ DAY OF M 41Y , IN THE YEAR 20,k� , 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 n 0L- COUNTY, STATE OF IDAHO- ACUMIEOCMENT STATE OF IDAHO, COUNTY OF BANNOCK F%LARICE PIERCE COMMISSION NO, 20224542 NOTARY PUBLIC STATE OF IDAHO s'x P•. t6 ON THIS DAY OF 1\4j1�MJ& , IN THE YEAR 201-41, 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 AB VE WR! N. u ARY PUBLIC VI ARICE PIERCE RESIDING IN Y1Y1 \Ll COUNTY, STATE OF IDAHO. AMNOWLEMMENr STATE OF IDAHO, COUNTY OF BANNOCK COMMISSION NO. 20224942 (VOTARY PUBLIC STATE OF IDAHO ON THIS U DAY OF IN THE YEAR 201—H 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 ABO KITTEN. MYKOL ROLLENE NOTARY PUBLIC C�AMISSION#2x241998 NOTARY PUBLIC STATE OF IDAO RESIDING IN Cn►QaL.COUNTY, STATE 0F IDAHO. MY COMMISSIONF"REES UN 5, 2030 DECLARATION Of COYENANTS, COMMONSANB RESTRICTIONS ARE RECORDED AS INSTRUMENT NUMBER 22403213 AND ARE HEREBY MADE A PART OF THE PLAT 9,EYELOPMEAVJrACREEMENT THE CITY OF CHUBBUCK DEVELOPMENT AGREEMENT RECORDED AS INST. NO. 2-493�4Z ARE HEREBY MADE A PART OF THIS PLAT. ZzSQQ 1?7$ CIILINARr WATER THIS SUBDIVISION IS ELIGIBLE TO RECEIVE WATER FROM THE EXISTING CITY OF CHUBBUCK MUNICIPAL WATER SYSTEM- IRRICATIOA► 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. ClrrOF CHYaaYCAr THE PLAT ON WHICH THIS CERTIFICATION APPEARS IS HEREBY APPROVED BY THE CITY OF CHUBBUCK. IDAHO THISZ; 5t AY OF 20 r KEVIN ENGLAND, vAY`� CITY CLERK BRIDGE ORRI N, CITY ENGINEER PE NO. 12510 REVIEWING SYRYEM IRS CERTIFICATE I, STEWART K. WARD, A LICENSED LAND SURVEYOR IN AND FOR BANNOCK COUNTY. IDAHO, DO HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND COMPUTATIONS SHOWN HEREON, AND HAVE DETERMINED THAT THE REQUIREMENTS OF IDAHO CODE 50-1305 HAVE BEEN MET, AND I APPROVE THE SAME FOR FILING THIS '�1 S�DAY OF J4,J .20 Zr. STEWART K. WARD PLS NO. 15295 COYNTr 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 E BEENr PAID IN FULL. THROUGH I Iy JE ERCOUNTY TREASURER DATE COYNTYRECORVER'S CERTIFICATE Instrument N 22501495 Bannock CountyPocatello, Idaho 02/11/2025 10:44:39 AM No. of Pages: 7 Recorded For: SUNRISE ENGINEERING Jason C- Dixon Fee $11.©d Deputy: jbrower