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HomeMy WebLinkAboutItem #6 Northside Crossing Div. 4Public Works Department PO Box 5604 — 5160 Yellowstone Avenue, Chubbuck, ID 83202 CH UBBUCK 208 www. 30 ofChubbuck.us 409 10000 Mem® To: City Council From: Sean Harris, Development Services Manager Date: December 6, 2023 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 Northside Crossing— Division 4 Subdivision have been completed in accordance with City standards. Execution of the Acceptance of Offer of Dedication is recommended. Acceptance of Offer of Dedication 1. On OCTOBER 21, 2020, the final plat of NORTHSIDE CROSSING — DIVISION 4 was approved by the Chubbuck City Council, and said plat is recorded as Instrument No. 22209326 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. 2. 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 NORTHSIDE CROSSING — DIVISION 4, 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 three-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 NORTHSIDE CROSSING — DIVISION 4, 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 2024 (NOI-ARY SEAL) STATE OF IDAHO ) :SS County of Bannock) On this day of 2024, Before me, the undersigned Notary Public, in and for said State, personally appeared Kevin B. England and Joey Bowers, known to me to be the 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 C:\Usersybowers\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\R7Q4CGEC\NSX 4 Acceptance-12.6.23.doc NORTHSIDE CROSSING - DIVISION 4 LANo LOCATED IN THE SOUTHWEST 1/4 OF SECTION 35, TOWNSHIP 5 SOUTH, RANGE 34 EAST, \ EN FO°; TEMPORARY EASEMENT FOR PUBLIC UTILITIES. THE EASEMENT WILL BOISE MERIDIAN, BANNOCK COUNTY, IDAHO TERMINATE AFTER THE NEXT SUBDIVISION IS COMPLETED, INCLUDING TEMPORARY EASEMENT FOR VEHICLE TURN -AROUND. THE EASEMENT 18 ^ ACCEPTANCE BY THE CITY OF ALL ROADWAY IMPROVEMENTS AND S_88°34'38" W WILL TERMINATE AFTER THE NEXT SUBDIVISION IS COMPLETED, O` - - a- RECORDING OF THE PLAT OF SAID SUBDIVISION. THIS EASEMENT IS 60.00' wINCLUDING ACCEPTANCE BY THE CITY OF ALL ROADWAY IMPROVEMENTS RECORDED IN THE OFFICIAL RECORDS OF BANNOCK COUNTY UNDER W04 I I N AND RECORDING OF THE PLAT OF SAID SUBDIVISION. THIS EASEMENT IS or 0 INSTRUMENT NO. 9-`Xk'4l A%ka JYY LLC N LO I o RECORDED IN THE OFFICIAL RECORDS OF BANNOCK COUNTY UNDER SF4N O'BR��"� 20.00' INST. NO. 22008048 0' 10L 1 N INSTRUMENT NO. N 1°30'29"W ----- IT _s.3o' I I N 88°34'38" E 532.17' `� I 60.00' N 89°24'01" E F_ - 4N 89°24'01" E_105.94' L3 _�,�� ��� � � ��I _ �� - -75�10454.1- 101.00'30.00' ■oALLEY I C)■2550' 25.50' EN j282.03' ALIFY N 89°24'01" E 105.94' i N t N I N 88°33'01" E 282.00' cnJYY, LLC i� 51.54' 54.40' �' 62.00' 50.00' 50,00' 50.00' 50.00' 0.00 I 2 � 50, 45' � -�20'X 0.24 AC I N INST. NO. 22008048 BLOCK 51 t 1 w to BLOCK 2 � [RSJ om I t (SEE NOTE 8) w N _ ( 3 w � 20 SNOW J - 0 I bo �- w 1 1 7 � 6 0 5 r `� cD _ I` STORAGE EASEMENT 103 ' Z - ti O, fO AC ,n O, f0 AC L6 O, f0 AC O, f0 AC � Cn N TEMPORARY PUBLIC Zo I -t ti o.>2ac °', o.12ac I a, o I O,f2AC N ao t UTILITY EASEMENT ASo 1 ��� G � (q1J I o+ 1 (R1J (1�1J (R1J (R1J (R f) T I C SHOWN ON RECORD OF z 1 N o 1" rn° ° N $$°32'14" E 120.47' JV if Irl o- 0 1 �' I � 2.70' m o (SEE NOTE 7) p I O 0.32ac �� SURVEY INST. NO. 22015979 1 c� I z, ( -L_9.25 - - - - - - - j - - - - _ 0 0.05AC _ C,0' + Q CENTERLINE OF FORT HALL MAIN CANAL PER AND RECORDED UNDER O - - - - 1 r J l^� t jQ 40.76' - L=47.31 50.01' 50.01 42.78' L-42.30' I N W - INST. NO. 22101155. Z - 41.55 15.94' I U Z r RECORD OF SURVEY FOR THE ADAMS 1 �- -37.71 G 10.00 WIDE PUBLIC COMPANY (INST. NO. 21900258) 4- 50.17' ■ UTILITY EASEMENT AURORA BOULEVARD _75.00' _ - 1- 10.00' NUDE PUBLIC N 89°33'05" E 145.49' C10 N 87°03'10" E _ 0 _ _ -■ I 11��fJYD -� S 83°44'48" W o UTILITY EASEMENT - - _N Cg ■- - 72.82' 72.67' ■ 85.51' -' o _ _ - ■C7 ■-Cg ■ N 87°26'01" E 94.12' 60' 4 30' 1 0 Q} BLOCK 1 1 S 83°44'48" W -N 8 43 4 ,48" E 112.54, U+ t O z Q I _ I t O 5 94 Uj U I J_j� M SECTION CORNER AS NOTED 187.95' o ■ - - - - 1 ❑ z_ O O O cn r` L=40.92' 27.32' C' o V ,�g 27.17' L=44.92' C' U U z c� - - - - �� �, i� V 0.05AC (SEE NOTE 7�9 I �+ o _ 1-0 ��,� 1/4 CORNER AS NOTED 0 27.43' 50.00' Q I f-- 9.09' IY IY L=13.42 �t ° o�C� ❑❑wN 76.82 - - - - - 1\ BLOCK 4 -V N 88 15 39' E 128.$6'I o=� ■wnormo 51�00' � 1 N, ? � 1 BLOCK 3 2 �+ J U z 1/16 CORNER AS NOTED o i i o o M o f , 0.26ac (R3J �- �. i- w o +- I til 25.50' �n u' o M 14 z y 1 0 45 'o u w O 1 0,22AC + I 4 � M 3 o M 2 0 0, � 50 a a" z FOUND 1/2" REBAR WITH PLASTIC CAP z +- 1 25.50' o m ° I I 10.00 WIDE PUBLIC „ Xj o 0 O O,f2aC O.f2aC N 0,f2aC N O.MAC 51.00' CO STAMPED "RMES PELS 2341" z +X }_ p z „ 'rn (R1 & K2J I i� N z UTILITY EASEMENT + � z w O O I � � i w - � i(R1 &R2J z IR 1) z (R1J IR 1) I ■ � �� 1• 45.00' �53.0�■� F- U) U 00 1 • I SET 1/2" BY 24" REBAR WITH PLASTIC CAP z w U U- in �o t L=30.12' - 50.00 LU � Q LU z U II o BLOCK 6 I I U+ ; I 4.77' 14. T & �- STAMPED "RMES LS 18971" (LOT LU � +- p w O cfl i rn 57.69' 1 L10Ic,) 134.1�0�,�„ yy 282 CORNERS AND AT END OF CURVES) X W a- � z I 50.00' 50.00' ■ - S 83 46 34 �- w z w z N I o Z 1 0 53.46' L=4.53 ■ U, Q U m Q I o6 85.53' - t Q G S 87°26'01" W 211.15 �� SET 5/8" BY 24" REBAR WITH 2" ALUMINUM � U U. Q m o - -� in O o f 17.48 25.50' 25.50 J 1 Q z �-51.08' - I o i ALLEY ■....r-• - �' ■ L5 ■ TEMPORARY EASEMENT FOR PUBLIC UTILITIES. THE EASEMENT WILL ■ CAP STAMPED "RMES PLS 18971" W Q W o co Q C� w (n O Z r- - �� ALLEYL6 I TERMINATE AFTER THE NEXT SUBDIVISION IS COMPLETED, INCLUDING z z 2 _ co R20.00' N N 83°44'48" E {" N H L - - _ - 5 BLOCK 1 SUBDIVISION LOT / BLOCK NUMBER ❑ > ~ I I N 8-2-59'1 z t 3 I 61.73 C'�j - G'` - -� ACCEPTANCE BY THE CITY OF ALL ROADWAY IMPROVEMENTS AND O z 1I ■ 20.00' RECORDING OF THE PLAT OF SAID SUBDIVISION. THIS EASEMENT IS J O 0 i z O SUBDIVISION BOUNDARY LINE U w O Uti 1 i 10 :41 1 RECORDED IN THE OFFICIAL RECORDS OF BANNOCK COUNTY UNDER z 0- Lu I 1 ■ 17.90 I o t 4 N 1 0 >2ac C° ' INSTRUMENT NO. �a\a\:j Q SUBDIVISION LOT LINE O_❑-_ J I , I� W o JYY, LLC w } ❑ Q 1 w LO + 4 i co � iINST. NO. 22008048 - - - STREET CENTERLINE cn I-Qm- I I - 1 j (R2) ZF- _jp�tUO I I LO N 0.22 AC i �i 1 L=6.40' o �J - w w a Q❑ u' z 1 14 I11' Lo (R2J I ■ Z 88.89 N SARYEVOR'SNARRAT/YE SECTION LINE Uj LU U m o W II 1 V a' I o� 04 o i S 84°59'53" W 1. THE PURPOSE OF THIS PROJECT IS TO CREATE LOTS FOR A CREATIVE COMMUNITY. - - - - - - - - - - - EASEMENT SIDELINE 4T11 i �' U-1 w Q O z_ = I I ~ 1 ZI BLOCK 7 (� t h 1 $ • 2. THE WEST AND NORTH BOUNDARY LINES ARE NEW DELINEATIONS. THE PORTION OF THE EAST - EXISTING EASEMENT SIDELINE 1410 Io U-1 O u_ Q ❑ w I Q I CD U CO I 2 bo I BOUNDARY LINE ALONG HILINE ROAD WAS DETERMINED FROM RECORD OF SURVEY FOR BELVA ADJACENT PROPERTY LINE ii w z I I , w 1 III "' I o.fsAC o I TUBBS & OTHERS (INST. NO. 96019673) - THIS PORTION OF THE HILINE RIGHT-OF-WAY IS A NEW 0 ~ w I i; I 1 J I J 1 I DELINEATION. THE REMAINDER OF THE EASTERLY BOUNDARY LINES ARE NEW DELINEATIONS. THE FORT HALL CANAL CL ❑ ❑ U _ O w RIGHT-OF-WAY LINE � z m w � U ❑ I I 1 81 52 ■ BLOCK 8 %41 SOUTH BOUNDARY LINE WAS DETERMINED TO BE ALONG THE SOUTH 1/16 LINE OF SECTION 35. THE w0❑=wwz I I L2 16.31' g6 02' Q I SOUTH 1/16 LINE OF SECTION 35 WAS DETERMINED BY SINGLE PROPORTION OF THE WEST SECTION ,. .� MATCH LINE -acnt-O�❑ ■ N83°34'15' 1 61.53 - Z 1 N 88°34'55" W ti I LINE, BETWEEN THE SOUTHWEST CORNER AND WEST 1/4 CORNER, AND THE MERIDIONAL 1 W _ 1 ? I CENTERLINE OF SECTION 35, BETWEEN THE SOUTH AND CENTER 1/4 CORNERS. (R1) INDICATES A RESTRICTED LOT. SEE NOTE 4.1. N 82°56'28" E I Z I� cfl l I 1 y I- 0,20AC 1 C) � t I 3 ti ? I 3. EASEMENTS ARE 10' WIDE AND ARE FOR PUBLIC UTILITIES, DRAINAGE AND ROADWAY SLOPES UNLESS (R2) INDICATES A RESTRICTED LOT. SEE NOTE 4.2. IIS I Ino I �1 0,12AC I OTHERWISE NOTED. 10.00' WIDE PUBLIC y1 `� I \ I (RSJ INDICATES A RESTRICTED LOT. SEE NOTE 4.3. b I co UTILITY EASEMENT -1 o I 100.15' Z I 4. LOT RESTRICTION (R) AS FOLLOWS: 00 1 °' + iV I 4.1. (R1) INDICATES A RESTRICTION ON LOTS 3 THROUGH 7, BLOCK 2, LOTS 1 THROUGH 4, BLOCK 4, Instrument #i 22209326 oI N $5°39'32" E 'o S 85°39'32" W 't[) Bannock County, Pocatello, Idaho ,n 1 0 1 I LOTS 1 AND 2, BLOCK 5, AND LOT 1, BLOCK 6 TO PROHIBIT DIRECT VEHICULAR ACCESS ONTO 05/26/2022 01:68:03 PM No. of Pages: 3 I Z - 95.47_ - - O 109.69' I Z, 10.00' WIDE PUBLIC r W I AURORA BOULEVARD. Recorded for: RMES Jason C. Dixon Fee $11.00 L-- S 85039'32" W 1 I t UTILITY EASEMENT w H I Deputy: vhall 1 W 3 1 I 4 . : I 4.2. (R2) INDICATES A RESTRICTION ON LOT 4, BLOCK 4, LOT 1, BLOCK 6, LOT 1, BLOCK 7 AND LOT 1, 1 022 AC 1 '- O I BLOCK 8 TO PROHIBIT DIRECT VEHICULAR ACCESS ONTO SPRING MEADOWS ROAD. 22.00 �, v 1 0.18 AC I � 1 C -4t I �N I 4.3. (R3) INDICATES A RESTRICTION ON LOT 2, BLOCK 2 AND LOT 2, BLOCK 3 TO PROHIBIT NORTHSIDE CROSSING - DI\ 001 , 1 106.22' '! 0 VEHICULAR ACCESS ONTO HILINE ROAD. a MATCH LINE i tcn N 89045'39" W LOCATED IN THE SOUTHWEST 1/4 OF SEC 5. LOT 2, BLOCK 7 AND LOT 3, BLOCK 8 WILL BE DEDICATED TO THE CITY OF CHUBBUCK FORA TOWNSHIP 5 SOUTH, RANGE 34 EAST, BOISE N 89°00'40" E 1 RECREATION PARK, DRAINAGE CONTROL, STORM WATER RETENTION, OR ANY OTHER USE DEEMED JVORTH I 1 SHEET 2 OF 3�� � BANNOCK COUNTY, IDAHO 109.50' I 1 �� APPROPRIATE BY THE CITY OF CHUBBUCK CITY COUNCIL. GRAPHIC SCALE 50 0 25 50 ( IN FEET) 1 inch = 50' I �00 4 1�0 0.20 AC 1 Ico I I N 89000'40" E 1 0.22 AC co 01 1 I II BLOCK 8 w I 112.95' I N 89045'39" W II 6. LOT 3, BLOCK 9 IS APPROVED AS CONDOMINIUM DEVELOPMENTS AND SHALL BE RE -PLATTED AT TIME OF SUCH CONSTRUCTION. 7. LOT 1, BLOCK 2 AND LOT 1, BLOCK 3 ARE DEDICATED TO THE HOMEOWNER'S ASSOCIATION. SAID LOTS ARE NON -BUILDABLE AND COVERED IN THEIR ENTIRETY BY A PUBLIC UTILITY EASEMENT. 8. LOT 1, BLOCK 1 WILL BE A NON -BUILDABLE LOT AND CURRENTLY HAS THE FORT HALL IRRIGATION CANAL LOCATED WITHIN. IT WILL BE DEDICATED TO THE CITY OF CHUBBUCK FOR A RECREATION PARK, DRAINAGE CONTROL AND ANY OTHER PURPOSE DEEMED APPROPRIATE BY THE CITY OF CHUBBUCK CITY COUNCIL. (CONTINUES ON SHEET 2 OF 3) SURNEYOR`SNARRATIME (CONTINUED FROM SHEET 1 OF 3) 9. THE EASEMENTS FOR THE TEMPORARY ALLEY WAYS ARE RECORDED UNDER INSTRUMENT NO.2al'al-+RS THESE ALLEYS WILL BE INCLUDED IN A FUTURE PHASE WITH AN OFFICIAL DEDICATION AS PART OF THOSE I FUTURE SUBDIVISION PROJECTS. WEST 1/4 CORNER OF SECTION 35. FOUND 1/2" REBAR WITH PLASTIC CAP STAMPED "LS 2341" AS DESCRIBED IN CP&F INST. NO. 20520348 34 35 0 m 01 z LU } 0 W LU LU 0 wD0 U �0�� i=oo� U0<N- M W � N 5X0)0 wzLOz QOoO 000X 2 2� ;0 I-Qzn w�C6 O o LU : N N Z CN = J O u) a- N Uj �W O Z LU M t=-Wz Z = w 0aLO 2 - LL t�i10QU ZDC)Z O5Q� U pp Z U ��w OW.jcn iZ1o U)U)<< 2 / N 85039'32" E 9 69' JYY, LLC *4 INST. NO. 22008048 1 Q s iN ck EN�0 0,20Ac Io 1C I00 o0 10.00' WIDE PUBLIC p i IN, UTILITY EASEMENT I z I Z N 89000'40" E z�m� Z)I 109.50' NORTHSIDE CROSSING= DIVISION 4 LOCATED IN THE SOUTHWEST 1/4 OF SECTION 35, TOWNSHIP 5 SOUTH, RANGE 34 EAST, BOISE MERIDIAN, BANNOCK COUNTY, IDAHO 100.15' ■ S 85°39'32" W 00 I REFERENCE00C!/INENTS BEARING AND DISTANCE PER CONTROL RECORD OF 1 i 4 W I (-COC) SURVEY FOR THE CITY OF CHUBBUCK (INST. NO. 20915791) 0.1S Ac I G BEARING AND DISTANCE PER PLAT OF NORTHSIDE NSX) CROSSING - DIVISION 1 (INST. NO. 21918163) AND PER II RECORD OF SURVEY FOR LYN YOST (INST. NO. 21903707) I 106.22 141) N ` N 89°45'39" WBEARING AND DISTANCE PER RECORD OF SURVEY FOR W( - ----AST) ANDREW STODDARD (INST. NO. 21900101) � MATCHLINE "' � f _��� ! --- BTO) BEARING AND DISTANCE PER RECORD OF SURVEY FOR 1 m I in j BELVA TUBBS AND OTHERS (INST. NO. 96019673) LO 0,22 AC 00 f OQI 112.95' UUj ° I N 89045'39" W ; II NORr,N sF I 0,23 AC00 L6 Z 0 ° BLOCK 8 1 9711 119.60' ' GRAPHIC SCALEOF 10 ZI N 89045'39" W ` 50 0 25 50 SEAM p'BR\�� BO �c 0 M O_ww0 O I �� I 7 U�U ft � Z Q (IN FEET) w�-Y y I o1 h aro o.2sAc zwz�zU I cc �I 1inch =50' �I I- - a Z 2 zz I ( 0 0,2oAC I Zv o 00 10.00' WIDE PUBLIC ■ W\ 22.00 Of U cwn Q I 00 0 z I UTILITY EASEMENT ~ JYY, LLC LU Q Q z w m I�o� \\ INST. NO. 22008048 Q w p w cn O I ` 145.75' 22.00' WIDE TEMPORARY EASEMENT ~ z L I c�p \ FOR INSTALLATION, REPAIR, AND/OR S Q p w p N 89°00'40" E 25.50' 1 25.50' N 89°45'39" W �o U0 Oz 0 ! 109.50' I 51'00' _ I ;o>? �� \ REPLACEMENT OF PUBLIC UTILITIES. 1� o ao \ SAID EASEMENT SHALL TERMINATE w w Z_> I I b 1 o I 8 `,s F \ UPON ACCEPTANCE OF ADJOINING LU} o I < CON 7 f co I `� I 0,20ac so Q \ DEVELOPMENTS. SAID EASEMENT IS LU w � D U 0 c 0.20AC I ■I i / •'�•�? \ RECORDED IN BANNOCK COUNTY 1zU z CL Q 0 w0 CO LL Z I 00 I`°ti' l l / so,�cP. \ UNDER INST. NO. eZrZj�1j%`3 Qw �w�g I u ` �� L1Q-Qpz� I cl N89°00'40"E 1J � LU 0 0 < j N 114.22' �\ � � t'�'O �� , � O M cl LU U-5 �\ `� 0�' \ C23 � � z z 32.71' ��_�� w0D1=-0Wz I Z L0 a23AC 13.92'-\ , /OQ ie - - - - - - - - - - �■ �'� z 10.00' WIDE PUBLIC ai L1 77.50' L=44.50' ■�■ ■ G z UTILITY EASEMENT F 30.00' o J�,►� N °4 '411o `n ' 89 6 0yv N a� - - - - o - - - - -■ _ _��C2 ��Gro/ 175.83' o f o S 89°46'40" E 94.47' L30.00' I N -� L=72.58 90.00 I M I CC r W o O C-4 � 0 oI 10 f -..-..-..-..-..-... - S 89°46'42_E 364.29' I 0.22 AC C1 o W P m I I� C.0 00 POINT OF BEGINNING I C2 DIET! OF 3 37017'46" 97.64' 50.62' N 71034'27" E 95.93' N 89000'40" E I 36005'08" 109.50' 48.86' 22.00' 92.92' I I� 10.20 2°20'05" I- f Z 7 AC 61.12' LU 00 1000.00' 1 00 LU BLOCK 7 N 00°37'59" E 24.88' C6 1000.00' 1025'43" N89°00'40" E 12.47' I 109 50' C7 JYY, LLC *4 INST. NO. 22008048 1 Q s iN ck EN�0 0,20Ac Io 1C I00 o0 10.00' WIDE PUBLIC p i IN, UTILITY EASEMENT I z I Z N 89000'40" E z�m� Z)I 109.50' NORTHSIDE CROSSING= DIVISION 4 LOCATED IN THE SOUTHWEST 1/4 OF SECTION 35, TOWNSHIP 5 SOUTH, RANGE 34 EAST, BOISE MERIDIAN, BANNOCK COUNTY, IDAHO 100.15' ■ S 85°39'32" W 00 I REFERENCE00C!/INENTS BEARING AND DISTANCE PER CONTROL RECORD OF 1 i 4 W I (-COC) SURVEY FOR THE CITY OF CHUBBUCK (INST. NO. 20915791) 0.1S Ac I G BEARING AND DISTANCE PER PLAT OF NORTHSIDE NSX) CROSSING - DIVISION 1 (INST. NO. 21918163) AND PER II RECORD OF SURVEY FOR LYN YOST (INST. NO. 21903707) I 106.22 141) N ` N 89°45'39" WBEARING AND DISTANCE PER RECORD OF SURVEY FOR W( - ----AST) ANDREW STODDARD (INST. NO. 21900101) � MATCHLINE "' � f _��� ! --- BTO) BEARING AND DISTANCE PER RECORD OF SURVEY FOR 1 m I in j BELVA TUBBS AND OTHERS (INST. NO. 96019673) LO 0,22 AC 00 f OQI 112.95' UUj ° I N 89045'39" W ; II NORr,N sF I 0,23 AC00 L6 Z 0 ° BLOCK 8 1 9711 119.60' ' GRAPHIC SCALEOF 10 ZI N 89045'39" W ` 50 0 25 50 SEAM p'BR\�� BO �c 0 M O_ww0 O I �� I 7 U�U ft � Z Q (IN FEET) w�-Y y I o1 h aro o.2sAc zwz�zU I cc �I 1inch =50' �I I- - a Z 2 zz I ( 0 0,2oAC I Zv o 00 10.00' WIDE PUBLIC ■ W\ 22.00 Of U cwn Q I 00 0 z I UTILITY EASEMENT ~ JYY, LLC LU Q Q z w m I�o� \\ INST. NO. 22008048 Q w p w cn O I ` 145.75' 22.00' WIDE TEMPORARY EASEMENT ~ z L I c�p \ FOR INSTALLATION, REPAIR, AND/OR S Q p w p N 89°00'40" E 25.50' 1 25.50' N 89°45'39" W �o U0 Oz 0 ! 109.50' I 51'00' _ I ;o>? �� \ REPLACEMENT OF PUBLIC UTILITIES. 1� o ao \ SAID EASEMENT SHALL TERMINATE w w Z_> I I b 1 o I 8 `,s F \ UPON ACCEPTANCE OF ADJOINING LU} o I < CON 7 f co I `� I 0,20ac so Q \ DEVELOPMENTS. SAID EASEMENT IS LU w � D U 0 c 0.20AC I ■I i / •'�•�? \ RECORDED IN BANNOCK COUNTY 1zU z CL Q 0 w0 CO LL Z I 00 I`°ti' l l / so,�cP. \ UNDER INST. NO. eZrZj�1j%`3 Qw �w�g I u ` �� L1Q-Qpz� I cl N89°00'40"E 1J � LU 0 0 < j N 114.22' �\ � � t'�'O �� , � O M cl LU U-5 �\ `� 0�' \ C23 � � z z 32.71' ��_�� w0D1=-0Wz I Z L0 a23AC 13.92'-\ , /OQ ie - - - - - - - - - - �■ �'� z 10.00' WIDE PUBLIC ai L1 77.50' L=44.50' ■�■ ■ G z UTILITY EASEMENT F 30.00' o J�,►� N °4 '411o `n ' 89 6 0yv N a� - - - - o - - - - -■ _ _��C2 ��Gro/ 175.83' o f o S 89°46'40" E 94.47' L30.00' I N -� L=72.58 90.00 I M I CC r W o O C-4 � 0 oI o z N co `- 2 � W SOUTHWEST CORNER OF a SECTION 35. FOUND ALUMINUM i CAP MONUMENT AS DESCRIBED IN CP&F INST. NO. 21211748 34 35 3 2 ..L I 0.23 AC 4.48' w w N O Z N 07 0,20 AC N 0 N 0 Z z � 3 1,04 AC (SEE NOTE 6) BLOCK 9 S 89046'42" E 2646.19' 10.00' 90 00' 75 00' 221 Vol M 00 N �o N M r o O 0) CITY OF CHUBBUCK INST. NO. 21602283 CURVE TABLE Z RADIUS -..-..-..-..-..-... - S 89°46'42_E 364.29' CHORD BEARING CHORD DISTANCE C1 20.00' W P m I 32.43' ° ao POINT OF BEGINNING o z N co `- 2 � W SOUTHWEST CORNER OF a SECTION 35. FOUND ALUMINUM i CAP MONUMENT AS DESCRIBED IN CP&F INST. NO. 21211748 34 35 3 2 ..L I 0.23 AC 4.48' w w N O Z N 07 0,20 AC N 0 N 0 Z z � 3 1,04 AC (SEE NOTE 6) BLOCK 9 S 89046'42" E 2646.19' 10.00' 90 00' 75 00' 221 Vol M 00 N �o N M r o O 0) CITY OF CHUBBUCK INST. NO. 21602283 CURVE TABLE # RADIUS A ARC LENGTH TANGENT CHORD BEARING CHORD DISTANCE C1 20.00' 92054'08" 32.43' 21.04' S 40°58'57" W 28.99' C2 150.00' 37017'46" 97.64' 50.62' N 71034'27" E 95.93' C3 150.00' 36005'08" 94.47' 48.86' S 19001'54" E 92.92' C4 1500.00' 2°20'05" 61.12' 30.57' S 00°10'42" W 61.12' C5 1000.00' 1'25'31 " 24.88' 12.44' N 00°37'59" E 24.88' C6 1000.00' 1025'43" 24.93' 12.47' N 00°47'38" W 24.93' C7 800.00' 1010'59" 16.52' 8.26' S 84°20'18" W 16.52' C8 800.00' 2°30'14" 34.96' 17.48' S 86°10'54" W 34.96' C9 1500.00' 2007'04" 55.44' 27.72' S 88029'33" W 55.44' C10 1000.00' 2°29'55" 43.61' 21.81' N 88018'07" E 43.61' C11 500.00' 3°46'39" 32.96' 16.49' S 02020'14" E 32.96' C12 2891.96' 5015'04" 265.04' 132.61' S 02050'27" E 264.95' C13 20.00' 85015'17" 29.76' 18.41' N 41007'10" E 27.09' C14 20.00' 91003'30" 31.79' 20.37' S 47002'14" E 28.54' C15 20.00' 97035'57" 34.07' 22.85' N 47027'14" W 30.10' C16 20.00' 86°05'16" 30.05' 18.68' S 44023'23" W 27.30' C17 20.00' 90000'00" 31.42' 20.00' N 45026'55" W 28.28' C18 20.00' 90000'00" 31.42' 20.00' S 44033'05" W 28.28' C19 20.00' 89001'57" 31.08' 19.67' N 48°25'52" W 28.04' C20 20.00' 89001'59" 31.08' 19.67' N 42°32'11" E 28.04' C21 20.00' 87005'52" 30.40' 19.01' N 49°01'03" W 27.56' C22 20.00' 100004'58" 34.94' 23.87' N 19042'04" E 30.66' C23 20.00' 100010'17" 34.97' 23.91' S 76059'18" E 30.68' BASIS OFBEARMIGS THE WEST LINE OF SECTION 35 WAS ASSUMED TO BE NORTH 0014'09" EAST 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. CENTER 1/4 CORNER OF SECTION 35 35. FOUND 5/8" REBAR WITH 2" ALUMINUM CAP AS DESCRIBED IN CP&F INST. NO. 20616613 1895.22 i �I M LO N CENTER -SOUTH 1/16 CORNER co OF SECTION 35. FOUND 5/8" REBAR WITH 2" ALUMINUM b CAP STAMPED AS DESCRIBED o e IN CP&F INST. NO. 22024299. "' ------ N 89°46'42" W 386.68' _ _ _ _ ' SEE RECORD OF -..-..-..-..-.._..-..-..-..- -..-..-..-. -..-.._..-.....-. 10.0Q'� 20' WIDE MILLER \\ h 15.00' WIDE PUBLIC ACCESS LATERAL CANAL Co 0 \ t EASEMENT FOR THE CONSTRUCTION RIGHT-OF-WAY M o AND MAINTENANCE OF A PATHWAY (N 89°5625" W 2849.04' - BTO) (N 89°4445" W 2648.97'- AST) IS 89°4445"E 2648.97 - COC) S 89044'45" E 2648.98' RANDY MERICA & TERESA MERICA INST. NO. 896747 h N z c� `. S SURVEY FOR ANDREW STODDARD INST. NO. 21900101 AND CORNER RECORD INST. NO. 22024299 P SOUTH 1/4 CORNER OF z SECTION 35. FOUND 3/4" IRON 35 ROD MARKED AS DESCRIBED 2 IN CP&F INST. NO. 20520350 LINE TABLE # BEARING DISTANCE L1 S 89046'40" E 16.97' L2 N 83044'48" E 28.47' L3 N 88029'31" E 51.00' L4 S 04013'34" E 12.71' L5 S 85046'26" W 51.00' L6 S 87026'01 " W 89.46' L7 S 05028'07" E 65.80' L8 S 84059'53" W 22.00' L9 N 37004'28" W 27.04' L10 N 04013'34" W 17.48' L11 N 01 025'22" W 22.11' Instrument # 22209326 Bannock County Pocatello, Idaho 05/26/2022 01:518:03 PM No, of Pages: 3 Recorded for RHES Jason C. Dixon Fee: $11 00 Deputy: vhall BOUNBARYDESCR/PT/ON A PARCEL OF LAND LOCATED IN THE SOUTHWEST 1/4 OF SECTION 35, TOWNSHIP 5 SOUTH, RANGE 34 EAST, BOISE MERIDIAN, BANNOCK COUNTY, IDAHO, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SECTION 35, BEING MONUMENTED BY A 5/8" IRON ROD WITH ALUMINUM CAP AS DESCRIBED IN CORNER PERPETUATION RECORDED UNDER INSTRUMENT NO. 21211748 IN THE OFFICIAL RECORDS OF BANNOCK COUNTY; THENCE NORTH 0°14'09" EAST, ALONG THE WEST LINE OF SAID SECTION 35, A DISTANCE OF 1323.84 FEET TO THE SOUTH 1/16 CORNER ON THE WEST LINE OF SECTION 35, BEING MONUMENTED BY A 5/8" REBAR WITH ALUMINUM CAP AS DESCRIBED IN CORNER PERPETUATION RECORDED UNDER INSTRUMENT NO. 22024298; THENCE SOUTH 89°46'42" EAST, ALONG THE SOUTH 1/16 LINE OF SECTION 35, A DISTANCE OF 364.29 FEET TO THE POINT OF BEGINNING; THENCE NORTH 0014'21" EAST A DISTANCE OF 163.00 FEET; THENCE SOUTH 89°46'40" EAST A DISTANCE OF 16.97 FEET; THENCE NORTH 0°59'20" WEST A DISTANCE OF 563.83 FEET; THENCE NORTH 83°44'48" EAST A DISTANCE OF 28.47 FEET; THENCE NORTH 1 °20'45" EAST A DISTANCE OF 102.52 FEET; THENCE NORTH 6°15'12" WEST A DISTANCE OF 205.87 FEET; THENCE NORTH 1°30'29" WEST A DISTANCE OF 123.57 FEET; THENCE NORTH 89°24'01" EAST A DISTANCE OF 105.94 FEET; THENCE NORTH 88°29'31" EAST A DISTANCE OF 51.00 FEET; THENCE NORTH 88°34'38" EAST A DISTANCE OF 532.17 FEET TO A POINT ON THE WEST PROPERTY BOUNDARY LINE OF A PARCEL OF LAND BELONGING TO THE JEFFERY D. DRISCOLL OR JULIE P. DRISCOLL REVOCABLE TRUST, AS DESCRIBED IN QUITCLAIM DEED RECORDED UNDER INSTRUMENT NO. 21806673; THENCE SOUTH 1°13'28" EAST, ALONG SAID BOUNDARY LINE, A DISTANCE OF 206.33 FEET; THENCE SOUTH 8°00'48" EAST, CONTINUING ALONG SAID BOUNDARY LINE, A DISTANCE OF 50.67 FEET; THENCE SOUTH 83°46'34" WEST A DISTANCE OF 282.14 FEET; THENCE SOUTH 4°13'34" EAST A DISTANCE OF 12.71 FEET; THENCE SOUTH 85°46'26" WEST A DISTANCE OF 51.00 FEET; THENCE SOUTH 87°26'01" WEST A DISTANCE OF 89.46 FEET TO A POINT OF CURVATURE WITH A 20.00 FOOT RADIUS CURVE WHOSE CENTER BEARS SOUTH 2°33'59" EAST; THENCE FOLLOWING SAID CURVE TO THE LEFT IN A SOUTHWESTERLY DIRECTION THROUGH A CENTRAL ANGLE OF 92°54'08" AN ARC LENGTH OF 32.43 FEET (THE CHORD OF SAID CURVE BEARS SOUTH 40°58'57" WEST A DISTANCE OF 28.99 FEET) TO A POINT OF TANGENCY; THENCE SOUTH 5°28'07" EAST A DISTANCE OF 65.80 FEET; THENCE SOUTH 84°59'53" WEST A DISTANCE OF 22.00 FEET; THENCE SOUTH 5°28'07" EAST A DISTANCE OF 416.58 FEET; THENCE SOUTH 37°04'26" EAST A DISTANCE OF 147.68 FEET TO THE NORTHWEST CORNER OF A PARCEL OF LAND BELONGING TO THE CITY OF CHUBBUCK AS DESCRIBED IN WARRANTY DEED RECORDED UNDER INSTRUMENT NO. 21602283; THENCE SOUTH 0°13'20" WEST, ALONG THE WEST BOUNDARY LINE OF SAID PARCEL OF LAND, A DISTANCE OF 248.31 FEET TO A POINT SOUTH 1/16 LINE OF SAID SECTION 35; THENCE NORTH 89°46'42" WEST, ALONG SAID 1/16 LINE, A DISTANCE OF 386.68 FEET TO THE POINT OF BEGINNING. CONTAINING 10.53 ACRES, MORE OR LESS. SURI/EYOR'S CERTIFICATE I, SEAN O'BRIEN, A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF IDAHO, DO HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY DIRECTION OF THE LAND DESCRIBED IN THE ACCOMPANYING BOUNDARY DESCRIPTION AND THAT THE PLAT UPON WHICH THIS CERTIFICATION APPEARS WAS MADE UNDER MY DIRECTION. I FURTHER CERTIFY THAT THE ACCOMPANYING MAP CORRECTLY DEPICTS THE DIVISION OF THE LAND AS MARKED UPON THE GROUND, THAT THE MONUMENTS SHOWN CONFORMS WITH THAT SET OR FOUND UPON THE GROUND, AND THAT THE PERTINENT PROVISIONS OF THE STATUTES OF THE STATE OF IDAHO TOGETHER WITH ALL LOCAL ORDINANCES PERTAINING THERETO HAVE BEEN COMPLIED WITH. SEAN O'BRIEN O n - LA NO NS G� 18971 O qTf OF vv �q N 0108 DATE DECLARAT/ON OFCOVENANTS, COND/T/ONSAW RESTR/CT/ONS ARE RECORDED AS INSTRUMENT NUMBERC00201� AND ARE HEREBY MADE A PART OF THE PLAT NORTHSIDE CROSSING - DIVISION 4 LOCATED IN THE SOUTHWEST 1/4 OF SECTION 35, TOWNSHIP 5 SOUTH, RANGE 34 EAST, BOISE MERIDIAN, BANNOCK COUNTY, IDAHO OWNER'S CERT/F/CATE 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 BLOCKS, LOTS, ALLEYS AND STREETS TO BE HEREAFTER KNOWN AS NORTHSIDE CROSSING - DIVISION 4. I, THE OWNER, INTEND TO INCLUDE ALL OF THE LAND DESCRIBED IN THE BOUNDARY DESCRIPTION IN THIS PLAT. THE LOCATION AND DIMENSIONS OF THE BLOCKS, LOTS, ALLEYS AND STREETS ARE TO BE AS SHOWN ON THE ACCOMPANYING MAP OF THE PROPERTY. ALL ALLEYS, STREETS, 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. LOT 1, BLOCK 1 IS DEDICATED TO THE CITY OF CHUBBUCK. 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. , 7 �. A - -q,- Z=� � = LYN A. YOS '(MANAGER) JYY, LLC ACMOWLE06MENT STATE OF IDAHO, COUNTY OF 11 if 0 Gly ON THIS DAY OF "irwIN THE YEAR 20�, BEFORE ME -C A NOTARY PUBLIC, PERSNALLY APPEARED LYN A. YOST, KNOWN ORI E TIFIED TO ME TO BE A MANAGER OF THE LIMITED LIABILITY COMPANY THAT EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY COMPANY AND ACKNOWLEDGED TO ME THAT SUCH LIMITED LIABILITY COMPANY EXECUTED THE SAME. W1 RKY' NUBLIU RESIDING IN 1196k COUNTY, STATE OF IDAHO. MY COMMISSI N EXPIRES DAY OF Ef►ua 204, CANAL COMPANYACCEPTANCE WE HAVE EVI WED THE PLAT AND ACCEPTED THE RIGHT-OF-WAY AS SHOWN. .N_E DATE SAN/TARYRESTR/CT/011S SANITARY RESTRICTION AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN SATISFIED. SANITARY RESTRICTION MAY BE REIMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. DATE:'112Al2A HEALTH DISTRICT SIGNATURE: J<t, VA&A-,E* /RR/GAT/ON WATER 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. DEI/ELOPMENTAGREEMENT THE CITY OF CHUBBUCK DEVELOPMENT AGREEMENT RECORDED AS INST. NO ARE HEREBY MADE PART OF THIS PLAT. CUL/NARY WATER Z21 ZZ,5 7(,, THIS SUBDIVISION IS ELIGIBLE TO RECEIVE WATER FROM THE EXISTING CITY OF CHUBBUCK MUNICIPAL WATER SYSTEM. C/TYOFCMUBBUCIr THE PLAT ON WHICH THIS CERTIFICATION APPEARS HAS BEEN APPROVED BY THE CITY OF CHUBBUCK, IDAHO, THIS ZI s+ DAY OF (�GyCJfiElz 20ZU KEVIN ENGLAND, MAYOR OWERS, CITY CLERK BRIDG0 MOR ISON, P.E., CITY ENGINEER COUNTYSURY MOR'S CERT/F/CATE I, MATTHEW S. BAKER, A REGISTERED 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 ©C+' , 207;1_ Vna.,WA" 5 - fJa.4A,_ MATTHEW S. BAKER PLS # 13023 SURVEYOR FOR THE COUNTY COUNTY TREASURER'S CERT/F/CATE PURSUANT TO 50-1308, IDAHO CODE. I, JENNIFER CLARK, DO HEREBY CERTIFY THAT ALL COUNTY PROPERTY TAXES DUE ON THE PROPERTY BEING SUBDIVIDED, BOTH DELINQUENT AND CURRENT, HAVE BEEN PAID IN FULL. THROUGH j2 31 2021 JEVCFERLeLMId, COUNTY TREASURER DATE COUNTY RECORDER'S CERTIFICATE „T ,A,,,� ,-„ rr'R RECORD IN THE OFFICE OF THE Instrument # 22209326 IS DAY OF Bannock County, Pocatello, Idaho — 05/26/2022 01:58:03 PM No. of Pages: 3 AND WAS DULY RECORDED Recorded for: RMES Jason C. Dixon Fee: $11.00 Deputy: vhall I M' MIAwwFA