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HomeMy WebLinkAboutItem #2 Brookstone Estates Div. 13lao"�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: September 1, 2026 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 Brookstone Estates — Division 13 Subdivision have been completed in accordance with City standards. Execution of the Acceptance of Offer of Dedication is recommended. 8: Public Works �Engineering�Developments�8rookstone Estatesj8rookstone Estates Division 13 - 2024�Acceptance of Offer�8rookstone 13 Memo to Council 09.01.2026 - DRAFT.docx Acceptance of Offer of Dedication On FEBRUARY 21, 2024, the final plat of BROOKSTONE ESTATES — DIVISION 13 was approved by the Chubbuck City Council, and said plat is recorded as Instrument No. 22407617 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 BROOKSTONE ESTATES — DIVISION 13, 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 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 BROOKSTONE ESTATES — DIVISION 13, 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 Rodney T. Burch and Joey Bowers, known to me to be the persons whose names are subscribed to the within instrument and acknowledged to me that they executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first written above. NOTARY PUBLIC - STATE OF IDAHO Commission Expires: MAYOR Attest: Joey Bowers, City Clerk B:\Public Works\Engineering\Developments\Brookstone Estates\Brookstone Estates Division 13 - 2024\Acceptance of Offer\Brookstone 13 Acceptance_09.01.2026 - DRAFT.doc N N ,v on. r- .,-4 -0 ou Z N °ZW ZD -g t0 1 .w o:r r w m r Li' CM MN m� N om Tm zLL cO;Y o � C m Lo'o- r fl"r LXE O/UN �p js-0 L 00 'r; a) 0 .. .0 L Y �c�a)mw AmmW-o SOUTHWEST 1/16 CORNER OF SECTION 5, FOUND 5/8" BARE REBAR PER CP&F #660194 .. 0 0 0 A co N CURVE IRADIUS ARC LENGTHCHORD LENGTH CHORD BEARING DELTA ANGLE Cl 152.50' 51.38' 152.36' 51.14' 150.00, S 29°21'05" E IN 19°18'20" 160'00'00" C2 50.00' 0p. -,,, 57.00' o Z -' �` 15.00' 48°07'24" W 50.00' C3 50.00' 130.90' 96.59' S 86°52'36" W 150°00'00" 74 152.50' 104.12' 102.11' S 58°33'50" E 39°07'09" C5 21.00' 32.99' 29.70' N 33°07'24" W 90°00'00" C6 21.00' 32.99' 29.70' S 56°52'36" W 90°00'00" C7 97.50' 66.57' 65.28' N 58°33'50" W 39°07'09" C8 125.00' 85.34' 83.70' N 58°33'50" W 39°07'09" (RF('.opn ('I IRUF I)d TL CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE R1 -C2 50.00' 52.36' 50.00' N 48°07'24" W 60°00'00" (RI -C3) 50.00' 130.90' 96.59' S 86°5236" W 150000'00" 50 0p' .� � ev __ 0p. -,,, 57.00' o Z -' �` 15.00' P2 -C2 50.00' 52.36' 60°00'00" P2 -C3 50.00' 130.90' 150°00'00" BROOKSTONE, LLC DEED INSTR. #22112193 c BROOKSTONE, LLC TEMPORARY TURN AROUND, 30.91, DEED INSTR. #22112193 UTILITY AND STORM WATER EASEMENT SEE NOTE 3/i\^�h��o�� w<1 57.00 / ° �p5LOT 7 co U w 57.00' 78°0724„ 120.00' / G�0��2.50' 0.15 AC h o O M M w 57.00, E 5j0.91 ��99 / �p \ Z o F- M iy oo v C),- M W 0 • 1. 15.00' o^ h ti r co 70.00, >000'/ PUE JU W 32.94' _O w _I 27.5p, M U 1 27. 50 oO M o N U PUE BROOKS TONE ES TA TES - DIVISION 13 LOCATED IN THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 5 OF TOWNSHIP 6 SOUTH, RANGE 34 EAST, OF THE BOISE MERIDIAN IN THE COUNTY OF BANNOCK. w Z O cv o -- -- N U co 00' o ;7 0 - `' o rn W _ 50 0p, • 8°0724° W _ \ O 1k D a� ( ^ ^ o U co N� \- \ Z 'I o - oc ' N N oo 00 U 50.0p, 92.70, N C-0 C w APPROXIMATE Y C3 \ 20° �S9 2 00 °� a Q ' o r` W 50.00' voi A m o IRRIGATION Dco T DITCH / 15.00' PUE \ �9S S 24 Z o 0 0 / cv iv o � U W -j 50.00' N SEE NOTE 5 / IRRIGATION AND\ 50'00' Z J o o O ^ vN, o U io W / 15 00' N 78°07'24" 4.80' (PI -S 78°07'24" E) (P1-4.80) l � Y / 57.00' /32 C8 m 2 - o o M M o / ^ O Q o 0 J 70 '00, I PUE W 20.00' �. 5p 57, p0, \\ • .� 57 o ^ I o0 Z o o r- co of O I o v> W 2 o I U c� 50 0p' .� � ev __ 0p. -,,, 57.00' o Z -' �` 15.00' oo � U G o Q h \ BLOCK 1 J -- 15.00' \ LOT 22 PUE \ _"""� _ N 7 8°07' _ 57 PUE p0' -� J �0 A � / o o O m �j 1.30 AC 5g y5' (SEE NOTE 1) "` - 5p.0p, B Nw 2=15 4 RY O OO 49.00' G6 cV m 15-00' PUE Z _ o AV ENV E _ Z O �s I o _ ` Z1 A O - 50,0p, rn ^ oo f- Q N O- - , 1/2" REBAR - , J 44.20' - rn o ° � r: w 50 W 47 00' 4.60' ACCESS FROM BRYNWOOD AVENUE. I w Z O cv o -- -- N U co 00' o ;7 0 - `' o rn W _ 50 0p, • 8°0724° W _ \ O 1k D a� ( ^ ^ o U co N� \- \ Z 'I o - oc ' N N oo 00 U 50.0p, 92.70, N C-0 C w APPROXIMATE Y C3 \ 20° �S9 2 00 °� a Q ' o r` W 50.00' voi A m o IRRIGATION Dco T DITCH / 15.00' PUE \ �9S S 24 Z o 0 0 / cv iv o � U W -j 50.00' N SEE NOTE 5 / IRRIGATION AND\ 50'00' Z J o o O ^ vN, o U io W / 15 00' N 78°07'24" 4.80' (PI -S 78°07'24" E) (P1-4.80) l � � � EASEMENT \ \ 5p 00' Z J o o 0 J - iN o � PUE W 1) o o �� a W C 50 0p' .� DEED INSTRUMENT #20912446 Z o 0o O v ^ oo � U G o Q h 3) P. 0. B "� N o A 15.00 FOOT WIDE STORM WATER EASEMENT DIMENSIONED AS SHOWN. -.. PLAT INSTRUMENT #22311703 THE EAST BOUNDARY LINE WAS DETERMINED BY FOUND MONUMENTS AND ^ 3) A TEMPORARY TURN AROUND, UTILITY AND STORM WATER o PLAT INSTRUMENT #505969 RECORD INFORMATION FROM BROOKSTONE ESTATES - DIVISION 12. THE N 78 ^ ^ _ ^ ? ti 6) SURVEY INSTRUMENT #22209368 500 0' N 7 8°0724,, 5p 7.00' Z SEE NOTE 2 I 'o ^ ^ oo f- Q N O- - (OZ, o I co �_. 0 7 N z °� f- 1/2" REBAR (R1-N7p9'S3" �.. co 4 No. 22209368 AND LAMAR ACRES No. 1 FILED UNDER INSTRUMENT No. 505969. W 47 00' 4.60' ACCESS FROM BRYNWOOD AVENUE. 2 a.00' 0 I h � J < ° `, r j �p? S 8°072q x8$.72' 7°52, 88.89' E ...._.- ... 9) �► ,� 50.00, 1 SEE NOTE 2 U Z 888g� 3/4" REBAR E �. LEA A �' DITCH FALLING OUTSIDE OF A DEDICATED OR WRITTEN EASEMENT. 50.00' 4 x . O o ° _._ ._ � _ AVENUE N 7 _. _ 50.00, 1� qui g=f�T 13 '' (R�S1�8°pw 926 _ I 577 N ( CK 1 Y 24"E 77°52 i -L AC F ES No J y(Eio N. + ^. _- -- .. 1, EJ 15.00' P o o N ' R(t C� "-APv1A�, AND J IRRIGATION v - _ No / -._.. EASEMENT -..- rl MONUMENTED BASIS OF BEARING - (R1 -N 39'0503" W 313.8 ')- N 87°39'05" W 1313.88' WEST 1/16 CORNER ON THE SOUTH LINE OF SECTION 5, FOUND ALUMINUM CAP MONUMENT PER CP&F #22000423 NOTES SOUTH QUARTER CORNER OF SECTION 5, FOUND ALUMINUM CAP MONUMENT PER CP&F #22103718 5 11111110044 8 BASIS OF BEARING INTERIOR MONUMENT COMPLETION CERTIFICATE (P2- ) (R1- ) PURSUANT TO THE REQUIREMENTS OF I.C. §50-1331, I.C. §50-1332, AND I.C. §50-1333, 1 CARDON T. PAYNE CERTIFY THAT THE INTERIOR MONUMENTS SHALL BE SET IN ACCORDANCE WITH THE REQUIREMENTS OF I.C. §50-1303 WITHIN ONE CALENDAR YEAR OF THE RECORDING DATE OF THIS PLAT. CANAL RIGHT-OF-WAY O 0 BASIS OF BEARING PER IDAHO STATE PLANE COORDINATE ALL CANALS, AS SHOWN HEREON, EXIST WITHIN A RIGHT-OF-WAY DEFINED BY I.C. SYSTEM - EAST ZONE. CITY OF CHUBBUCK COORDINATE SYSTEM §42-1102 AND MUST HAVE WRITTEN PERMISSION OF THE OWNER OR OPERATOR OF THE GPS COMBINATION SCALE FACTOR OF 1.0002579939. RIGHT-OF-WAY TO CONSTRUCT ANYTHING WITHIN, UNDER, UPON OR OVER THE AREA, TO ENSURE THAT ANY SUCH ENCROACHMENTS WILL NOT UNREASONABLY OR MATERIALLY INTERFERE WITH THE USE AND ENJOYMENT OF THE RIGHT-OF-WAY. REFERENCE DOCUMENTS SURVEY NARRATIVE VICINITY MAP NOT TO SCALE LEGEND QUARTER CORNER AS NOTED 1/16TH CORNER AS NOTED FOUND ALUMINUM CAP MONUMENT "PLS 18971" OR AS NOTED FOUND 1/2" REBAR WITH PLASTIC CAP "PLS 18971" FOUND MONUMENT AS NOTED, REPLACED WITH 5/8" REBAR WITH PLASTIC CAP "PLS 18405" SET ALUMINUM CAP MONUMENT "PLS 18405" SET 5/8" REBAR WITH PLASTIC CAP "PLS 18405" SET 1/2" REBAR WITH PLASTIC CAP "PLS 18405" PARCELBOUNDARY LOT LINE EASEMENT LINE (USE AS NOTED) TEMPORARY EASEMENT (SEE NOTE 3) SECTION LINE ADJOINING PARCEL OR LOT LINE EXISTING EASEMENT TOP OF IRRIGATION DITCH INDICATES A RESTRICTED LOT (SEE NOTE 4) RECORD BEARING AND DISTANCE PER BROOKSTONE ESTATES - DIVISION 12 INSTR. #22311703 RECORD BEARING AND DISTANCE PER LAMAR ACRES No. 1 INSTR. #505969 RECORD BEARING AND DISTANCE PER RECORD OF SURVEY INSTR. #22209368 /NPL LANA\ �GENS� �G 1840 0 Ccl R�n�F OF \ON T. PP� THIS PLAT WAS MADE AT THE REQUEST OF BROOKSTONE, LLC. WITH THE 1) LOT 22, BLOCK 1 OF THIS SUBDIVISION WILL BE DEDICATED TO THE CITY 1) DEED INSTRUMENT #22112193 INTENTIONS TO SUBDIVIDE A PORTION OF LAND DESCRIBED IN DEED OF CHUBBUCK FOR A RECREATIONAL PARK, STORM WATER RETENTION 2) DEED INSTRUMENT #20912446 INSTRUMENT No. 22112193. OR ANY OTHER USE DEEMED APPROPRIATE BY THE CITY COUNCIL. 3) EASEMENT INSTRUMENT #22404336 2) A 15.00 FOOT WIDE STORM WATER EASEMENT DIMENSIONED AS SHOWN. 4) PLAT INSTRUMENT #22311703 THE EAST BOUNDARY LINE WAS DETERMINED BY FOUND MONUMENTS AND 3) 3) A TEMPORARY TURN AROUND, UTILITY AND STORM WATER 5) PLAT INSTRUMENT #505969 RECORD INFORMATION FROM BROOKSTONE ESTATES - DIVISION 12. THE EASEMENT AS DESCRIBED IN INSTRUMENT #22404336 6) SURVEY INSTRUMENT #22209368 SOUTH BOUNDARY LINE WAS DETERMINED BY FOUND MONUMENTS AND 4) LOTS DENOTED WITH (R) ARE ONLY PERMITTED DIRECT VEHICULAR 7) CP&F INSTRUMENT #22103718 RECORD INFORMATION FROM RECORD OF SURVEY FILED UNDER INSTRUMENT No. 22209368 AND LAMAR ACRES No. 1 FILED UNDER INSTRUMENT No. 505969. ACCESS FROM BRYNWOOD AVENUE. 8) CP&F INSTRUMENT #22000423 THE WEST BOUNDARY LINE WAS DETERMINED BY THE WEST 1/16TH LINE OF 5) THE TOP OF THE BANK OF THE IRRIGATION DITCH WAS MEASURED AND 9) CP&F INSTRUMENT #660194 SECTION 5 OF TOWNSHIP 6 SOUTH, RANGE 34 EAST. COLLECTED AS SHOWN ON THE FACE OF THIS PLAT, SEE CANAL RIGHT-OF-WAY CERTIFICATE. THE LINE WORK SHOWS THE IRRIGATION DITCH FALLING OUTSIDE OF A DEDICATED OR WRITTEN EASEMENT. VICINITY MAP NOT TO SCALE LEGEND QUARTER CORNER AS NOTED 1/16TH CORNER AS NOTED FOUND ALUMINUM CAP MONUMENT "PLS 18971" OR AS NOTED FOUND 1/2" REBAR WITH PLASTIC CAP "PLS 18971" FOUND MONUMENT AS NOTED, REPLACED WITH 5/8" REBAR WITH PLASTIC CAP "PLS 18405" SET ALUMINUM CAP MONUMENT "PLS 18405" SET 5/8" REBAR WITH PLASTIC CAP "PLS 18405" SET 1/2" REBAR WITH PLASTIC CAP "PLS 18405" PARCELBOUNDARY LOT LINE EASEMENT LINE (USE AS NOTED) TEMPORARY EASEMENT (SEE NOTE 3) SECTION LINE ADJOINING PARCEL OR LOT LINE EXISTING EASEMENT TOP OF IRRIGATION DITCH INDICATES A RESTRICTED LOT (SEE NOTE 4) RECORD BEARING AND DISTANCE PER BROOKSTONE ESTATES - DIVISION 12 INSTR. #22311703 RECORD BEARING AND DISTANCE PER LAMAR ACRES No. 1 INSTR. #505969 RECORD BEARING AND DISTANCE PER RECORD OF SURVEY INSTR. #22209368 /NPL LANA\ �GENS� �G 1840 0 Ccl R�n�F OF \ON T. PP� OWNERS CERTIFICATE KNOW ALL MEN BY THESE PRESENTS THAT I, THE UNDERSIGNED OWNER OF THE TRACT OF LAND DESCRIBED IN THE BOUNDARY DESCRIPTION, HAVE CAUSED THE SAME TO BE SUBDIVIDED INTO LOTS, BLOCKS AND STREETS TO BE HEREAFTER KNOWN AS BROOKSTONE ESTATES - DIVISION 13. I, THE OWNER, INTEND TO INCLUDE ALL OF THE LAND DESCRIBED IN THE BOUNDARY DESCRIPTION IN THIS PLAT, THE LOCATION AND DIMENSIONS OF THE LOTS, BLOCKS 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 UTILITIES 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. THE 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. TONE, LLC, AN IDAHO LIMITED LIABILITY COMPANY DANS ADAMSON, MEMBER ACKNOWLEDGMENT STATE OF IDAHO ) COUNTY OF &ylylW- ) SS. ZATE2I (2- ATE ON THIS7.314 DAY OF /1 qq , IN THE YEAR OF 20J_, DANNIS ADAMSON, MEMBER OF BROOKSTONE, LLC, PERSONALLY APPEARED BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC IN AND FOR THE STATE OF IDAHO AND ACKNOWLEDGE TO ME THAT THEY EXECUTED THE SAME THE HEREIN INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY COMPANY AND ACKNOWLEDGED TO ME THAT SUCH LIMITED LIABILITY COMPANY EXECUTED THE SAME. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THIS DAY. 00011 NIIN% P 6y `���,�NOTARY PUBLIC: t0; ®�' �OTA.N ? MY COMMISSION EXPIRES ON: -'1,� •2(925 �_.__�___.____ I°uBLIC �N: h®. 20" XA Hca 1"11"I MIM DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS ARE RECORDED AS INSTRUMENT No. ZZ�332'`44ND ARE HEREBY MADE A PART OF THIS PLAT HEALTH DEPARTMENT CERTIFICATE SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN SATISFIED BASED ON DEPARTMENT OF ENVIRONMENTAL QUALITY REVIEW AND 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. A[ti` I/ • •awl 2-4 1 1 DISTRICT HEALTH DEPARTMENT I DATE BOUNDARY DESCRIPTION LOCATED IN THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 5 OF TOWNSHIP 6 SOUTH, RANGE 34 EAST OF THE BOISE MERIDIAN, BANNOCK COUNTY, STATE OF IDAHO MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION 5 THENCE N 87°39'05" W 1313.88' ALONG THE SOUTH LINE OF SAID SECTION 5 TO THE WEST 1/16TH CORNER ON THE SOUTH LINE OF SAID SECTION 5; THENCE N 00°04'32" W 820.97' ALONG THE WEST 1/16TH LINE OF SAID SECTION 5 TO THE NORTHWEST CORNER OF LAMAR ACRES No. 1 FILED UNDER INSTRUMENT No. 505969 POINT ALSO BEING THE POINT OF BEGINNING: THENCE N 00'04'32'W 176.30' ALONG THE SAID WEST 1/16TH LINE; THENCE N 5703619" E 129.90' TO A NON -TANGENT CURVE TO THE LEFT; THENCE 51.38' ALONG SAID NON -TANGENT CURVE TO THE LEFT (CURVE DATA: RADIUS= 152.50', DELTA= 19°18'20", CHORD= S 29°21'05" E 51.14'); THENCE N 50°59'45" E 155.72'; THENCE S 78007'24" E 510.91' TO THE NORTHWEST CORNER OF LOT 9, BLOCK 1 OF BROOKSTONE ESTATES DIVISION 12 FILED UNDER INSTRUMENT No. 22311703; THENCE ALONG THE WEST BOUNDARY LINE OF BROOKSTONE ESTATES DIVISION 12 FILED UNDER INSTRUMENT No. 22311703 FOR THE FOLLOWING THREE (3) COURSES: 1) S 11-52'36" W 100.00'; 2) N 78°07'24" W 4.80'; 3) S 11 °52'36" W 195.00' TO THE SOUTHWEST CORNER OF SAID BROOKSTONE ESTATES DIVISION 12; THENCE N 78°07'24" W 469.26' ALONG THE NORTH RIGHT-OF-WAY LINE OF LEA AVENUE AS SHOWN ON LAMAR ACRES No. 1 FILED UNDER INSTRUMENT No. 505969 TO A TANGENT CURVE TO THE RIGHT; THENCE 52.36' ALONG SAID NORTH RIGHT-OF-WAY LINE AND TANGENT CURVE TO THE RIGHT (CURVE DATA: RADIUS= 50.00', DELTA= 60°00'00", CHORD= N 48'07'247'W 50.00') TO A REVERSE CURVE TO THE LEFT; THENCE 130.90' ALONG SAID NORTH RIGHT-OF-WAY LINE AND REVERSE CURVE TO THE LEFT (CURVE DATA: RADIUS= 50.00', DELTA= 150°00'00", CHORD= S 86°52'36" W 96.59'); THENCE S 11°52'36" W 50.45' ALONG THE SAID RIGHT-OF-WAY LINE TO THE NORTH BOUNDARY LINE OF LOT 19, BLOCK 1 OF SAID LAMAR ACRES No. 1; THENCE N 78'09'53"W 88.72' ALONG THE SAID NORTH BOUNDARY LINE OF LOT 19, BLOCK 1 TO THE POINT OF BEGINNING. ABOVE DESCRIPTION CONTAINS 4.45 ACRES MORE OR LESS IRRIGATION 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. CULINARY WATER STATEMENT THIS SUBDIVISION IS ELIGIBLE TO RECEIVE WATER FROM THE EXISTING CITY OF CHUBBUCK MUNICIPAL WATER SYSTEM. TREASURE'S CERTIFICATE PURSUANT TO IDAHO CODE 50-1308. I, JENNIFER CLARK, DO HEREBY CERTIFY THAT ALL COUNTY PROPERTY TAXES DUE ON THE PROPERTY B ING SUBDIVIDED, BOTH DELINQUENT AND CURRENT, HAVE BEEN PAID IN FULL. *\-\r01,ka)1q ZOZ JENNIFE RECORDERS CERTIFICATE Instrument, N 22407617 Bannock County, Pocatello, Idaho 07/23/2024 09:33:00 AM No. of Pages: 2 Recorded for: KNUDSEN ENGINEERING Jason C. Dixon Fee: $11.00 Dep^uty�jmcdonald qmm&uly 1 DATE BROOKS TONE ES TA TES - DIVISION 13 LOCATED IN THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 5 OF TOWNSHIP 6 SOUTH, RANGE 34 EAST, OF THE BOISE MERIDIAN IN THE COUNTY OF BANNOCK. COUNTY EXAMINING SURVEYOR'S CERTIFICATE I, MATTHEW S. BAKER,. AN EXAMINING 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 Zf8 DAY OF 20. -.M QI ICJ' COUNTY EXAMINING SURVEYOR CITY OF CHUBBUCK CERTIFICATE 13023 LICENSE NUMBER THE PLAT ON WHICH THIS CERTIFICATION APPEARS HAS BEEN APPROVED AND THE DEDICATION ARE HEREBY ACCEPTED BY THE CITY OF CHUBBUCK, IDAHO. THIS / DAY OF -n r2v4-aq 20z -4 - KEVIN EEE ND, MAYOR DEVELOPMENT AGREEMENT CERTIFICATE THE CITY OF CHUBBUCK DEVELOPMENT AGREEMENT RECORDED AS INSTRUMENT No.--LI-10 ARE ARE HEREBY MADE A PART OF THIS PLAT. SURVEYORS CERTIFICATE I, CARDON T. PAYNE, A LICENSED PROFESSIONAL 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. CARDON T. PAYNE, LICENSE #18405 DATE S�ONPL LANA \CENSE • O 18405 j° ATJ O F OF 0 ��OON T. PP 1823 East Center Street, Pocatello, Idaho 83201 Phone: 208.242.8753 globallandworks(a)gmail.com globallandworks.com BROOKSTONE ESTATES - DIVISION 13 1 Drawn By: C. PAYNE Scale: 1" = 60' Date: 05/21/2024 Project: 23033 N1 LL O N