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HomeMy WebLinkAboutItem #5 Copperfield Landing Div. 7/a 0�t\ CHUBBUCK I o A H o 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: December 19, 2023 Re: Final Plat for Copperfield Landing — Division 7 Applicant: Professional Services Concordia Development Group 901 Pier View Drive, Ste. 204 Idaho Falls, ID 83402 Sunrise Engineering 600 E. Oak St. Pocatello, ID 83201 Application: Copperfield Landing — Division 7, approximately 11.76 acres with 78 total lots including 12 twin home lots, 60 single family — attached lots, 3 multi -family lots, and 3 common area lots. Located in the NE'/4 of Section 4, Township 6 South, Range 34 East, of the Boise Meridian, Idaho in Chubbuck, Idaho. Generally located at the 800 block of W. Siphon Road. Existing Zoning: Planned Unit Development (PUD) Existing Land Use: Vacant Staff Report: The final plat for Copperfield Landing — Division 7 substantially conforms to the preliminary plat approved by the City Council on May 3, 2023. The final plat application has been reviewed by staff and meets the standards of Titles 16, 17, and 18 of City Code. Specifically: • 17.12.130: The final plat application was submitted within the twelve months validity period • 17.12.220: The Community Services Director has reviewed the final plat and finds that is substantially conforms to the approved preliminary plat; o There is no increase in the number of lots nor any additional streets o This is no significant change in the configuration of lots or street alignment o There is no significant change in the size or location of open space o No other changes have occurred which have affected the reviewed preliminary plat • Staff Recommendation: o Recommend Approval. o If approved, recommend approval of Findings of Fact and Conclusions of Law. • Recommended Condition(s) if approved: o Construction plans including secondary pressurized irrigation pump station and park improvements on Lot 1, Block 1 of Copperfield Landing Division 6 and Lot 1, Block 3 of Copperfield Landing Division 3 be approved by the Development Services Division. Attachments: 1. Proposed Findings of Fact and Conclusions of Law 2. Final Plat for Copperfield Landing — Division 7 1940�t-\ CHUBBUCK 1 0 290 E. Linden Avenue, Chubbuck, ID 83202 208.237.2430 www.CityofChubbuck.us laofk\ CHUBBUCK I D A H O CITY COUNCIL 290 E Linden Avenue, Chubbuck, ID 83202 208.237.2430 www.CityofChubbuck.us FINDINGS OF FACT & CONCLUSIONS OF LAW FOR A FINAL PLAT FOR COPPERFIELD LANDING DIVISION 7, APPROXIMATELY 11.7 ACRES LOCATED ON THE SOUTH SIDE OF W. SIPHON RD., WEST OF TRUEMAN STREET. GENERALLY LOCATED AT THE 800 BLOCK OF W. SIPHON ROAD FACTS REQUEST: The applicant proposes a 78 lot Final Plat for 75 residential building lots, 1 club house lot, and 2 common area lots in the Copperfield Landing subdivision, Division 7. Lots 1-3 will be re -platted in the future to vertical condominium lots. It includes extending Cole Street for access, and extending water, sanitary sewer, and irrigation mainlines and services through the development. 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: Concordia Development Group 901 Pier View Drive, Ste. 204 Idaho Falls, ID 83402 PROFESSIONAL SERVICES: Sunrise Engineering 600 E. Oak St. Pocatello, ID 83201 LOCATION: NWNE'/4 of Section 4, Township 6 South, Range 34 East, of the Boise Meridian, on the south side of W. Siphon Rd., west of Trueman Street. Generally located at the 800 Block of W. Siphon Road. SITE CHARACTERISTICS & ZONING: CURRENT ZONING: Planned Unit Development (PUD) CURRENT LAND USE: Vacant PROJECT SIZE: ±11.7 acres VIEWS: Generally visible from the north and east TOPOGRAPHY: Generally flat EXISTING STRUCTURES: None RECENT TRAFFIC COUNTS: 2021: Siphon Rd at Hawthorne Rd, 1670/day 2021: Hawthorne Rd at Siphon Rd, 2727/day SURROUNDING LAND USES AND ZONING NORTH: Agriculture; Bannock County Agricultural (A) zone EAST: Multi Family residential; Planned Unit Development (PUD) zone Final Plat Approval Form- FFCL SOUTH: Single Family residential; Planned Unit Development (PUD) zone WEST: Agriculture; Bannock County Agricultural (A) zone SERVICES: ACCESS STREET: Current access from Trueman Street and Siphon 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: 1. In accordance with City Code 17.12.200 and Resolution 2023-09, a complete petition and fees for a final plat were filed with the City and which contained the appropriate documents and waiver requests pursuant to 17.12.200. 2. In accordance with City Code 17.12.130, a final plat application was filed in time to be reviewed in accordance with a preliminary plat which was approved on May 3, 2023 3. In accordance with City Code 17.12.210, the application was scheduled to be heard at a Regular Meeting of the City Council. 4. In accordance with City Code 17.12.220, the Community Services Director found that the final plat application met substantial conformity with the approved preliminary plat. 5. In accordance with City Code 17.12.230, the record was reviewed on January 3, 2024 by the City Council. APPLICABLE LAWS AND PLANS: 1. Idaho Code a. §50-13, Plats and Vacations b. §67-6513, Subdivision Ordinance Chubbuck Comprehensive Plan (as amended) Chubbuck City Code a. Title 16, Land Improvement Standards b. Title 17, Land Development c. Title 18, Land Use RECORD: The record is on file with City of Chubbuck Staff and consists of the application materials, staff reports and memos, public and agency testimony, meeting minutes, and applicable portions of city and state law. FINDINGS lao�t-\ CHUBBUCK 1 0 290 E Linden Avenue, Chubbuck, ID 83202 208.237.2430 www.CityofChubbuck.us Final Plat Approval Form- FFCL Having reviewed the record, including the application materials, staff report, testimony provided at the hearing and meeting, and the criteria for approval of a Final Plat as found in city code section 17.12.100, the City Council finds the following: 1. Conditions of Approval necessary to approve the Final Plat are (if any): a. Construction plans including secondary pressurized irrigation pump station and park improvements on Lot 1, Block 1 of Copperfield Landing Division 6 and Lot 1, Block 3 of Copperfield Landing Division 3 be approved by the Development Services Division. 2. The final plat proposal substantially conforms with the approved preliminary plat, meaning that the following are found: a. The number of lots have not increased nor has there been a significant change in the configuration of lots; b. The street alignment has not changed significantly; c. No additional streets are proposed; d. There has not been a significant change, of more than 10%, in the size or location of open space whether public or private; e. No other changes have occurred that have affected the reviewed and approved preliminary plat. ORDER: CONCLUSION AND DECISION: PERMIT TERMS 1. The City Council, pursuant to the aforementioned, finds that the request for a Final Plat as herein described, shall be APPROVED. 2. Pursuant to Idaho Code § 67-8001 et seq., the Commission makes the following findings with respect to the decision in this action: a. This Action does not deprive the owner of the property of all viable uses of the property. b. This Action does not have a significant impact on the landowner's economic interest. c. This Action does not deny a fundamental attribute of ownership. 3. Applicant has a right to request a regulatory takings analysis pursuant to section 67-8003, Idaho Code. 4. Approval of the final plat is valid for a period of two (2) years. Approval of a final plat does not assure final acceptance of any dedications, continuation of any existing design and construction regulations, or continuation of any existing land use regulations governing the subject land or other properties in the area. If the final plat is not recorded and improvements and structures intended for dedication to the public are not begun within a one year period from the date of 194�0t\ CHUBBUCK 1 0 290 E Linden Avenue, Chubbuck, ID 83202 208.237.2430 www.CityofChubbuck.us Final Plat Approval Form- FFCL Council approval, the final plat and supporting documents shall be resubmitted to the City for a review of compliance to then existing applicable ordinances and regulations. S. 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 /9470't-\ CHUBBUCK 1 0 20 Kevin B. England, Mayor ATTEST: Joey Bowers, Clerk 290 E Linden Avenue, Chubbuck, ID 83202 208.237.2430 www.CityofChubbuck.us NORTH 1/4 CORNER OF ---, 07-5234 COPPERFIELD LANDING DIVISION 7 SECTION 4. THE ORIGINAL IN 07°52'34" E 38.23' � MONUMENT WAS DESTROYED / // \\ (S1-N76°56'58"E 32.53) LOCATED IN THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 4, BY NATURAL GAS PIPELINE / 1 33 N 76°56'58" E 32.53' TOWNSHIP 6 SOUTH, RANGE 34 EAST, BOISE MERIDIAN, BANNOCK COUNTY, IDAHO CONSTRUCTION. FOUND / / 1 4 I REFERENCE MONUMENTS PER CP&F INST. NOS. / / \ (S1-So°0408"w 34.90) EAST 1/16 CORNER ON THE S 0°04'08" W 34.90' BASIS OF BEARINGS NORTH LINE OF SECTION 4. 20520352 & 21207297 / \ (S1-P4-S89°4706"E 1322.01) FOUND 2" ALUMINUM CAP / �/ (S1 -P4 -P3 -P2 -P1 S 89°47'06" E 1322.01' MONUMENT AS DESCRIBED S 89°4705" E) \7- (P4 - N 89°4706" W 892,809 (S1 -P4 -S89 -47'06"E 429.21' 32 33 N 89°47'05" W/33 - - S 89047'06" E 892.80' SIPHON ROAD S 89047'06" E 429.21' IN CP&F INST. NO. 22119200 2651.84' r�� --�-�- �- -�-� 33.00' 396.21' 5 4 4 / - - ' 143.54' 749.26' o (S1 -P4 -P3 -P2 -P1- 2651.849 �� o 0 NORTHWEST CORNER OF (P4133.00) (P4-396.21) SECTION 4. FOUND 5/8" 1 60.00' `' I 1 REBAR WITH ALUMINUMI Lo CAP STAMPED "9369". SEE LO C:> � GRAPHIC SCALE CP&F INST. NO. 21401137I LO L 89.79' LOT i9 C7� G�tk 674.25' C o I � 0 60 0 30 60 ------------------------- ____ COMMON AREA N89°56'27"E-----------------N89°56'27"E--------------- ,� I�� 0,80 ACRES t 1 20.00' F- 1 1 91 83.00' 83.00' �$ ( IN FEET) IRRIGATION I I LOT f 1 �� 1 1 inch = 60' �y�^ COPPERFIELD LANDING COQ DIVISION 6 EASEMENT I I 1 o LOTS LOT2 LOT;f INw INST. NO. 22214887 LOT 2 Lo I � 0.29 AC 0.29 AC a29 AC LU h I (p4 S 89°4706"E) LEGEND I I I I 1 21.00 I I LOT 3 1 m I N 1 C4 o S 89047'06" E 10.53'- w I 1 , ^ ;- 310.310.72' 32 33 EO o o P4 - 310.72' I � 1 N- N -1 ( ) FOUND SECTION CORNER AS NOTED GARY H. CARLSEN I 1 I LOT 4 1 � 1 0 0 5 4 INST. NO. 97001830-31 I I I L20 NI ~ 1 15.00' WIDE PUBLIC 1 00` N I I BLOCK 2 0 UTILITY & ACCESS LOT 59 1 33 o cn I EASEMENT COMMONAREA 15.00' WIDE PUBLIC � � � `� � � FOUND 1/4 CORNER AS NOTED 1 I 1 1 M 4.43 ACRES 1 1 4 N01 � �o I Mr'1 LOTS 1 co 1 UTILITY&ACCESS �-- zN 6z° 1 N I 1 N W I 1 BLOCK 1 EASEMENT 1 a 0 �� FOUND 1/16 CORNER AS NOTED LOT 6 z I I I I W1 1 I ------ _____ __ __ _________________ ______ 1 FOUND S/8 INCH REBAR WITH 2 INCH ALUMINUM CAP N i i LOT7 i y 33.00'_ _ _ -3 00' _15.00' N 89°56'27" E 597.64' _ MEL00V DRI VE (PRIVATE) _ _ C4 \ I PER COPPERFIELD LANDING DIVISIONS 2, 2A, 4 & 6 C'4 ^ 1 1 1 LOTB 1 Z -p LO V 1 X13 - L14 15.00' 564.64' L16 L17 3 FOUND 1/2 INCH REBAR WITH PLASTIC CAP PER 1 1 1 ------ -- ------------------------------� L15 /� 3g �9°1� 12 J N COPPERFIELD LANDING DIVISIONS 2, 2A, 4 & 6 LOT -9 1 O N �"� a H b co O O N b a H ` $0 \ 141 Irl "� 1 h b ^ m O '` w - - �' �` N N N N N N 166 14- C10 o SET 5/8 BY 24 INCH REBAR WITH ALUMINUM CAP 0 0 1 1 1 1 h h h h h h h h h h h h h h h h h h 10> 8 (P4-N89°47'06"W) STAMED "LS 13023" AZO v ---- <21 1 O r O O O O O O O O O O O O O O O O O O O O �� 00\\ ^� 2446 S89°47'06�� oV 1 N 89°31'08" E 122.55' I v v r v v v r '� `� `� `4 `� `� V r V �/ 312.93' SET 1/2 BY 24 INCH REBAR WITH PLASTIC CAP 36.00' `O o - - - `��� P4-312.93' O I I 89.55' 1 33.00' V U ( ) STAMPED 'LS 13023 _____ 1 / co rn/ �Z�o X22 CD 0 1 BLOCK 1 / SUBDIVISION BOUNDARY LINE 1 0 1 M 0) h� i Izl I Lorio I� I / � SUBDIVISION LOT LINES 1 1 1 1 h N [24 LOTff 1 1 1 �! a a a a b b b b O b b b O of - EXISTING SECTION LINE 15.00'WIDE PUBLIC 1 1 1%UTILITY &ACCESS OOO^ /EASEMENT LOT12 1 1 V '� V V V '� V V V V V V V V �g O� il� 5 EXISTING PROPERTY LINES 1I1 I 1 1 1 rn �ti I L11 L10 �ry <24 - - STREET CENTER LINES NI v 1 Io1 LOT f3 I Z L_----------------------------- --__ V / _-------_ NEW EASEMENT SIDELINE 1 0o N - _ N 89_°56'27" E_470.06' _ SAN_ICH DRIVE (PRIVA_TE) l 1 I Cl) 1 LOT f4 1 N 33.00' o 40.50' 437.07' 10.00' WIDE PUBLIC - C5 \ / I 1 LO / i EXISTING EASEMENT SIDELINE BLOCK 2 N 04 N 25.50' UTILITY EASEMENT 1 1 1 I o / BEARING AND DISTANCE PER RECORD OF SURVEY FOR I 1 LOT i5 L23 0 52.50' 52.50' 52.50' 52.50' -52.50' 52.50' - 52.50' 52 50' _ L-1 -55 �� N' /rn (S1-) 1 [nl r---t------�---- -r --- -- t---/ U N DARRIS ELLIS (INST. NO. 22119201) 1 I 1 1 6.87' SS) 00 U i g 10.53'--i 1- 1 LOT f6 1 I 1 w I w w I w w I w w I w �/ \ �� I (P1) BEARING AND DISTANCE PER COPPERFIELD LANDING - 1 1 N N o N o N o N o N o N o N- I DIVISION 2 (INST. NO. 21611851) 1 IN o I by o ^C1 bV P Ov P o OCA -Io 1% C4 o Nv ��o Nv P o av "W- J I nj d Q 00 d Q 00 N d Q 00 N Q' Q 00 N ui Q 00 N H Q 00 N H Q o0 N ai Q oo N Q h � 16.11 1 1 LOT f7 1 0 1 ISN N�o hN o 1 o hN o l�o ISN N o ISN o l�o hN N o �N o ISN N o hrs o \s�� 4�) L6 BEARING AND DISTANCE PER COPPERFIELD LANDING - 21.00' O': o O�: o O': o O': o O� o O`; o O� o O': o O' cb �� yy S� \S . 3' (P4-N89°5627"E) (P2 J 66 00 1 *4 -40 0 0 o vo 0 0 0 G 32.61' 32 18' DIVISION 2A (INST. NO. 21710202) 1 cn cn U) U) U) U) U) � P Cb _ N 9o56'27" E FOUND WITNESS I I I LOT f8 1 1 1 I �� \'0�0 °o"'� 00 7.93' Cs / 211.76' BLOCK 1 �4 � (P4-211.76) BEARING AND DISTANCE PER COPPERFIELD LANDING MONUMENT 5.00' (P2 - 110.53) 1 (P2 - 33.00) (P2 - 33.00) 1 co �, 7 (P3 -) 110.53' 33.00' 33.00' 52.50' 52.50' 52.50' 2.50' 52.50' 52.50' 50' 52.50' 40.11'� �o y6G �/ �4g O N \ 5.08' - DIVISION 4 (INST. NO. 21715750) FROM CORNER / - G , „ A CO p �/ LO LOCATION / �v �y 27 E 36.65 �>> ���ti ��/ J 1 \ BEARING AND DISTANCE PER COPPERFIELD LANDING - / / COPPERFIELD LANDING - o (S1-S89°5627"W 636.65) COPPERFIELD LANDING - 0 °"b � \ - = (P4-) / DIVISION 2A Ico (P2-P1-N89°5627"E) DIVISION 2 r5' �o� I �i \ / T \ DIVISION 6 (INST. NO. 22214887) INST. NO. 21710202 uJ INST. NO. 21611851 �2S y1G I N \ L6 \ JOO Lor1 Lore LOT3 Lori LOTS0 , � COUNTYBECOI�DEBSCEBT/F/GATE o \ BLOCK 1 NBLOCK2 BLOCK3A�S'o -s2 ' ,.LOT6 �s97.5 \ _ / SYR MORS NARRAME Z07-1 Q/rn - BLOCK3 ��; COPPERFIELD LANDING DIVISION 7 1. THE PURPOSE OF THIS SURVEY IS TO ESTABLISH THE BOUNDARY OF THE PARCEL OF LAND DESCRIBED AND CREATE LOTS, BLOCKS AND STREETS. J LOCATED IN THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF Q/ 2. THE BOUNDARY WAS SOLVED BY FINDING EXISTING MONUMENTS PER THE SURROUNDING RECORD OF SURVEYS AND SUBDIVISION PLATS. COPPERFIELD LANDING - SECTION 4, TOWNSHIP 6 SOUTH, RANGE 34 EAST, BOISEDIVISION 4 MERIDIAN, BANNOCK COUNTY, IDAHO INST. NO. 21715750 3. ALL PRIVATE DRIVES, WATER SERVICE PAD LOCATIONS, IRRIGATION APPURTENANCES (PIPES, SPRINKLERS, VALVES, ETC), FIRE HYDRANTS, ETC SHALL BE COVERED IN THEIR ENTIRETY WITH AN ACCESS EASEMENT (INGRESS AND EGRESS) BENEFITING ALL LOTS IN THIS SUBDIVISION & A PUBLIC UTILITY EASEMENT. 4. LOT 58 OF BLOCK 1 IS COMMON AREA TO BE DEDICATED TO THE HOMEOWNERS ASSOCIATION AS A CLUB HOUSE. D�P�- LA/VQ S ��� ��G�F �� 5. LOT 59 OF BLOCK 1 AND LOT 19 OF BLOCK 2 ARE COMMON LOTS THAT WILL BE DEDICATED TO THE HOMEOWNER ASSOCIATION. ALL COMMON LOTS BASIS OFBEAH/NG ST ER ENGINEERING SUNRISE WILL INCLUDE AN EASEMENT FOR EGRESS AND INGRESS, AND PUBLIC UTILITIES. THE COMMON AREA IS EVERYTHING OUTSIDE OF THE BUILDINGS THE NORTH LINE OF SECTION 4 WAS ASSUMED TO ^ ^ FOOTPRINTS. BE S 89°47'06" E BETWEEN THE NORTH 1/4 CORNER L\� AND THE EAST 1/16 CORNER ON THE NORTH LINE OF REVISIONS SURVEYED BY: SRM, PMS 6. PUBLIC UTILITY EASEMENTS ALONG SIPHON ROAD, TRUEMAN STREET AND COLE STREET ARE 15.00' WIDE AND ARE FOR PUBLIC UTILITIES, SECTION 4 PER CITY OF CHUBBUCK DATUM BASED DRAINAGE, PUBLIC PEDESTRIAN TRAVEL, SIDEWALK, PLANTING STRIPS, AND ROADWAY SLOPES, UNLESS OTHERWISE NOTED. ON THE CENTRAL MERIDIAN OF IDAHO STATE PLANE � "q r, ��P���Iz- 1. City Comments 12.12.23 OFFICE WORK BY: MSB, OKC, MLM EAST ZONE COORDINATE SYSTEM. j p 2• DATE: December 18, 2023 7. LOTS 46 THROUGH 57 OF BLOCK 1 ARE FOR TWIN HOMES. yEW S. 0 DRAWING: R:\22\Concordia Development Group\Copperfield Landing Div 7 0 0 0 N 00 N 0 0 0 0 N N N N N 89°31'08" E 56.00' o � 0 0 N N N N N 89°31'08" E 56.00' O N N O 0 O N N C) N RQ°'il,nR,, F r,F on, Z N 89°31'08" E 56.00' N 89°56'27" E 63.00' o 0 N 89°56'27" J-1 � 0 N N M O CO O N N ih O C's N OM O O M 0 O z S 89°56'27" W N N tN 89°56'27" E _ o O 5.00' M O N 89°31'08" E 56.00' O o o co � � CV N °O D N N S 89056'27" W N 89°31'08" E 56.00' N N 0 0 L 0 O N N V f7 N N 26.00' S 89°31'08" W 56.00' ih 0 O M 00 N p 00 N oO 0 r. 5 69- iYub" vv 5b.uu LOT DETAIL 3 LOTS: 1-18, BLOCK 2 )0 b 1J V n b V Z N 89°56'27" F 110.00' COPPERFIELD LANDING - DIVISION 7 LOCATED IN THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 4, TOWNSHIP 6 SOUTH, RANGE 34 EAST, BOISE MERIDIAN, BANNOCK COUNTY, IDAHO N 89°56'27" E 44.00' N 89°56'27" E 63.00' / W N 0003'33" W S 0°03'33" E o c` i 5.00' 5.00' M o N 0003'33" W S 0003'33" E 5.00' 5.00' S 89°56'27" W 44.00' LOT DETAIL 1 N 89°56'27" E 130.00' N N 89°31'08" E 56.00' N 89°56'27" E 63.00' o 0 N 89°56'27" J-1 � 0 N N M O CO O N N ih O C's N OM O O M 0 O z S 89°56'27" W N N tN 89°56'27" E _ o O 5.00' M O N N M O p co '4 N 0 0 °O D 0 0 S 89056'27" W - z N N 5.00' L z z V f7 ` s 26.00' b N ih o Z) M O n o o M CV 65.55' O L13 N 72°06'10" W z C5 L14 S 89°52'03" W S 89°56'27" W 63.00' 5 69- iYub" vv 5b.uu LOT DETAIL 3 LOTS: 1-18, BLOCK 2 )0 b 1J V n b V Z N 89°56'27" F 110.00' COPPERFIELD LANDING - DIVISION 7 LOCATED IN THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 4, TOWNSHIP 6 SOUTH, RANGE 34 EAST, BOISE MERIDIAN, BANNOCK COUNTY, IDAHO N 89°56'27" E 44.00' N 89°56'27" E 63.00' / W N 0003'33" W S 0°03'33" E o c` i 5.00' 5.00' M o N 0003'33" W S 0003'33" E 5.00' 5.00' S 89°56'27" W 44.00' LOT DETAIL 1 N 89°56'27" E 130.00' N N 89°31'08" E 56.00' 26.00' o 0 N 89°56'27" J-1 � 0 N N 5.00'= N N 0 0 100 N 89°31'08" E 56.00' OM O 0 o M 0 O N N S 89°56'27" W N N L4 N 89°31'08" E 56.00' 01 M o O 01 M � o N N M M N N p N 89°31'08" E 56.00' o 0 0 0 U) 0 0 N N 0 O N N 5 69- iYub" vv 5b.uu LOT DETAIL 3 LOTS: 1-18, BLOCK 2 )0 b 1J V n b V Z N 89°56'27" F 110.00' COPPERFIELD LANDING - DIVISION 7 LOCATED IN THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 4, TOWNSHIP 6 SOUTH, RANGE 34 EAST, BOISE MERIDIAN, BANNOCK COUNTY, IDAHO N 89°56'27" E 44.00' N 89°56'27" E 63.00' / W N 0003'33" W S 0°03'33" E o c` i 5.00' 5.00' M o N 0003'33" W S 0003'33" E 5.00' 5.00' S 89°56'27" W 44.00' LOT DETAIL 1 N 89°56'27" E 130.00' N o 0 26.00' CO N 89°56'27" J-1 0 0 W 5.00'= 0 0 100 0 0 100 00 Cl) OM O 00 M M N Cl) o0 S 89°56'27" W LO L4 5.00' 01 M C) 01 M W O o M M CY) p N o 0 O 0 U) S 89°56'27" W 63.00' 26.00' 26.00' 26.00' 26.00' 26.00' 0 0 0 0 0 0 0 0 100 0 0 100 00 Cl) 00 Cl) 00 M M M S 53026'02" E 60.68' LO L4 Lu 01 M 01 M 01 M co M 01 M M O M O M O co O M O O 0 O 0 o 0 0 o 0 O z z z z z 26.00' 26.00' 26.00' 26.00' 1 26.00' LOT DETAIL 5 LOT: 58, BLOCK 1 22.00' 22.00' 22.00' 22.00' 22.00' o Oo 0 0 0 L2 S 00°40'48" E 55.16' (P4-N00°4048"W 55.16) Lo S 53026'02" E 60.68' LO L4 Lu co 0 M M Oo M 0C) M (P4 - S 00°4048"W 55.169 0 0 0 0 L7 CD 00 0 0 z z z zco N 58'19'23" E 22.00' 22.00' 22.00' 1 22.00' 1 22.00' S 89°56'27" W 110.00' S 89°56'27" W 130.00' LOT DETAIL 2 LOTS: 31-45, BLOCK 1 0 O C6 M w M M M O O 0 m LINE TABLE 22.00' # BEARING DISTANCE (REFERENCES) L1 S 22°30'00" W 55.29' (S1-P4-N22°3000"E 55.29) L2 S 00°40'48" E 55.16' (P4-N00°4048"W 55.16) L3 S 53026'02" E 60.68' LO L4 N 22030'00" E 55.29' (P4-N22°30''00"W 55.299 L5 N 00°40'48" W 55.16' (P4 - S 00°4048"W 55.169 L6 N 89°56'28" E 1.13' M M L7 S 20°52'38" W 47.18' 0 L8 N 52°31'32" E 22.05' 0 O L9 N 58'19'23" E 16.06' 0 0 L10 N 89056'27" E 15.00' z L11 N 89056'27" E 10.00' 1 22.00' L12 N 55°34'27" E 65.55' 1 22.00' L13 N 72°06'10" W 58.39' C5 L14 S 89°52'03" W 10.00' 66.19' L15 S 89055'16" W 37.00' 125.00' L16 S 89056'27" W 10.00' S 71°44'47" E L17 N 03025'13" E 18.03' 22058'52" L18 N 78°09'08" E 20.34' 119.52' L19 N 70°53'02" W 21.53' L20 N 00°28'52" W 10.00' C8 L21 S 65"13'41 " E 58.60' 61.53' L22 N 64'15'57" E 58.60' (300.00) L23 S 00°28'52" E 10.00' L24 S 65°45'08" E 26.14' 39°14'46" LV 1 J: LID -Ju, DLUUM I N 89°56'27" E 132.00' 22.00' 22.00' 22.00' 22.00' 22.00' 22.00' - o o O 0 0 0 0 0 LO LO LO LO LO LO (107.09) (54.28) (S 11°0034"W) (106.38) C2 333.00' M M M C7 M M M M M M M M o (23°1048) o 0 0 0 0 O 0 O 0 0 0 0 0 O 0 0 z z z z z z 22.00' 1 22.00' 1 22.00' 1 22.00' 1 22.00' 1 22.00' LOT DETAIL 6 LOTS: 4-25, BLOCK 1 S 89"56'27" W 132.00' 0 0 (6 LO Lu M M 0 0 0 U) GRAPHIC SCALE 20 0 10 20 (IN FEET) 1 inch = 20' �Pu LANO �lG\S T ERF SG�G �9JSTg7-EOF\VP���� Th'EW S. 6P V/C/N/T) "MAP PROJECT LOCATION CURVE TABLE # RADIUS A ARC LENGTH TANGENT CHORD BEARING CHORD DISTANCE Cl 267.00' 22058'52" 107.09' 54.28' S 11'00'34" W 106.38' (S1-05) (P4 -C6) (267.00) (22°5852) (107.09) (54.28) (S 11°0034"W) (106.38) C2 333.00' 23'10'48" 134.72' 68.29' S 10°54'36" W 133.80' (S1 -C6) (P4-05) (333.00) (333.00) (23°1048) (134.72) (N 10°5436"E) (133.80) C3 267.00' 20°33'13" 95.78' 48.41' S 09035'49" W 95.27' (P4 -C4) (267.00) (20-33'13'9 (9578) (N 09 °35'49" E) (95.27) C4 112.50' 20°46'21" 40.79' 20.62' N 79040'22" W 40.56' C5 200.00' 36°37'31" 127.85' 66.19' N 71°44'48" W 125.68' C6 125.00' 36°37'31" 79.90' 41.37' S 71°44'47" E 78.55' C7 300.00' 22058'52" 120.33' 60.98' N 11 000'34" E 119.52' (P4 -C7) (300.00) C8 300.00' 23010'48" 121.37' 61.53' S 10°54'36" W 120.54' (P4 -C9) (300.00) C9 300.00' 39°14'46" 205.49' 106.96' N 18°56'35" E 201.50' (P4 -C 11) (P3 -C6) (300.00) (300.00) C10 25.80' 20016'47" 9.13' 4.61' S 79032'09" E 9.08' C11 21.00' 71033'10" 26.23' 15.13' N 36027'23" W 24.55' C12 21.00' 89018'14" 32.73' 20.75' N 45007'59" W 29.52' C13 21.00' 89'18'07" 32.73' 20.75' N 45°08'00" W 29.52' C14 21.00' 90°41'53" 33.24' 21.26' S 44°52'00" W 29.88' COUNTYRECORDER'S CERT/F/CNE BOUNOARYBESCR/PT/ON A PARCEL OF LAND LOCATED IN THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 4, TOWNSHIP 6 SOUTH, RANGE 34 EAST, BOISE MERIDIAN, BANNOCK COUNTY, IDAHO, DESCRIBED MORE PARTICULARLY AS FOLLOWS: BEGINNING AT THE NORTH QUARTER CORNER OF SECTION 4, SAID POINT BEING DETERMINED BY REFERENCE MONUMENTS PER CORNER PERPETUATION RECORDED UNDER INSTRUMENT NO. 21207297; THENCE SOUTH 89°47'06" EAST, ALONG THE NORTH LINE OF SECTION 4, A DISTANCE OF 892.80 FEET TO A POINT BEING MONUMENTED BY A 2 INCH ALUMINUM CAP STAMPED "RMES PLS 18971"; THENCE SOUTH 00°28'52" EAST, LEAVING SAID NORTH LINE OF SECTION 4, A DISTANCE OF 262.47 FEET TO A 2 INCH ALUMINUM CAP STAMPED "RMES PLS 18971", BEING A POINT OF TANGENCY WITH A 267.00 -FOOT -RADIUS CURVE WHOSE CENTER BEARS SOUTH 89°31'08" WEST; THENCE FOLLOWING ALONG SAID CURVE IN A CLOCKWISE DIRECTION THROUGH A CENTRAL ANGLE OF 22°58'52" FOR AN ARC LENGTH OF 107.09 FEET (THE CHORD OF SAID CURVE BEARS SOUTH 11°00'34" WEST, A DISTANCE OF 106.38 FEET) TO A POINT OF TANGENCY BEING MONUMENTED BY A 2 INCH ALUMINUM CAP STAMPED "RMES PLS 18971"; THENCE SOUTH 22°30'00" WEST, A DISTANCE OF 55.29 FEET TO A POINT OF TANGENCY WITH A 333.00 -FOOT -RADIUS CURVE WHOSE CENTER BEARS SOUTH 67°30'00" EAST; THENCE FOLLOWING ALONG SAID CURVE IN A COUNTER -CLOCKWISE DIRECTION THROUGH A CENTRAL ANGLE OF 23°10'48" FOR AN ARC LENGTH OF 134.72 FEET (THE CHORD OF SAID CURVE BEARS SOUTH 10°54'36" WEST, A DISTANCE OF 133.80 FEET) TO A POINT OF TANGENCY BEING MONUMENTED BY A 2 INCH ALUMINUM CAP STAMPED "RMES PLS 18971"; THENCE SOUTH 00°40'48" EAST, A DISTANCE OF 55.16 FEET TO A POINT OF TANGENCY WITH A 267.00 -FOOT -RADIUS CURVE WHOSE CENTER BEARS SOUTH 89°19'12" WEST; THENCE FOLLOWING ALONG SAID CURVE IN A CLOCKWISE DIRECTION THROUGH A CENTRAL ANGLE OF 20°33'13" FOR AN ARC LENGTH OF 95.78 FEET (THE CHORD OF SAID CURVE BEARS SOUTH 09°35'49" WEST, A DISTANCE OF 95.27 FEET) TO A POINT OF TANGENCY BEING MONUMENTED BY A 2 INCH ALUMINUM CAP STAMPED "RMES PLS 18971"; THENCE NORTH 53°26'02" WEST, A DISTANCE OF 213.52 FEET TO A POINT ON THE NORTH BOUNDARY LINE OF COPPERFIELD LANDING DIVISION 2, RECORDED UNDER INSTRUMENT NO. 21611851, POINT BEING MONUMENTED BY A 2 INCH ALUMINUM CAP STAMPED "RMES PELS 2341"; THENCE SOUTH 89°56'27" WEST, FOLLOWING ALONG SAID NORTH BOUNDARY LINE OF COPPERFIELD LANDING - DIVISION 2, A DISTANCE OF 636.65 FEET TO A POINT ON THE MERIDIONAL CENTER LINE OF SECTION 4; THENCE NORTH 00°28'52" WEST, FOLLOWING ALONG SAID MERIDIONAL CENTER LINE OF SECTION 4, A DISTANCE OF 575.26 FEET TO TO THE POINT OF BEGINNING. CONTAINING 11.76 ACRES, MORE OR LESS. MIARATIOW OF COVENANTS, C0N0/T/ONSAND RESTRICTIONS ARE RECORDED AS INSTRUMENT NUMBER HEREBY MADE A PART OF THE PLAT AND ARE SURVEYOR'S CER T/F/CATE I, MATTHEW S. BAKER, A DULY LICENSED LAND SURVEYOR IN THE STATE OF IDAHO, DO HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY DIRECTION OF THE PREMISES DESCRIBED IN THE BOUNDARY DESCRIPTION AND SHOWN ON THIS PLAT UPON WHICH THIS CERTIFICATION APPEARS. I FURTHER CERTIFY THAT THIS PLAT WAS PREPARED UNDER MY DIRECTION AND THAT THE MONUMENTATION SHOWN CONFORMS WITH THAT SET ON THE GROUND AND THAT THE PERTINENT STATUTES OF THE STATE OF IDAHO, TOGETHER WITH ALL LOCAL ORDINANCES HAVE BEEN COMPLIED WITH. �P� LANO ' G\ST ERS SG�G MATTHEW S. BAKER �'9J. TgTEOF\OP���tr� DATE COPPERFIELD LANDING - DIVISION 7 LOCATED IN THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 4, TOWNSHIP 6 SOUTH, RANGE 34 EAST, BOISE MERIDIAN, BANNOCK COUNTY, IDAHO OWNER'S CER T/F/CATE KNOW ALL MEN BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF THE TRACT OF LAND DESCRIBED IN THE BOUNDARY DESCRIPTION HAVE CAUSED THE SAME TO BE SUBDIVIDED INTO BLOCKS, LOTS AND STREETS TO BE HEREAFTER KNOWN AS COPPERFIELD LANDING - DIVISION 7. 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 AND LOTS ARE TO BE AS SHOWN ON THE ACCOMPANYING MAP OF THE PROPERTY. ALL PUBLIC 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. CONCORDIA DEVELOPMENT GROUP, LLC DARWIN K. CLINGLER (MEMBER) ACKNOWIMMENT STATE OF IDAHO, COUNTY OF ON THIS DAY OF , IN THE YEAR 20 , BEFORE ME , A NOTARY PUBLIC, PERSONALLY APPEARED DARWIN K. CLINGER, KNOWN OR IDENTIFIED TO ME TO BE THE 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. NOTARY PUBLIC RESIDING IN COUNTY, STATE OF IDAHO. MY COMMISSION EXPIRES DAY OF , 20 /RR/GAT/0N 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 AND THE CITY OF CHUBBUCK CODE SECTION 16.12.230. PROPERTY OWNERS WILL BE OBLIGATED FOR ASSESSMENTS THROUGH THE CITY OF CHUBBUCK SAN/TARY 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 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. DATE: HEALTH DISTRICT SIGNATURE: CUL/NARY WATER THIS SUBDIVISION IS ELIGIBLE TO RECEIVE WATER FROM THE EXISTING CITY OF CHUBBUCK MUNICIPAL WATER SYSTEM. BEVELOPMENTAMEMENT THE CITY OF CHUBBUCK DEVELOPMENT AGREEMENT RECORDED AS INST. NO. HEREBY MADE A PART OF THIS PLAT. C/TYOF CHUBBUCK( THE PLAT ON WHICH THIS CERTIFICATION APPEARS HAS BEEN APPROVED BY THE CITY OF CHUBBUCK, IDAHO, THIS KEVIN ENGLAND, MAYOR DAY OF BRIDGER MORRISON, P.E., CITY ENGINEER 20 JOEY BOWERS, CITY CLERK COUNTYRENEW/NG SYMEYOR'S CERTIFICATE ARE I, , A LICENSED LAND SURVEYOR IN AND FOR BANNOCK COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND COMPUTATIONS SHOWN HEREON, AND HAVE DETERMINED THAT THE REQUIREMENT OF IDAHO CODE 50-1305 HAVE BEEN MET, AND I APPROVE THE SAME FOR FILING THIS DAY OF 120 REVIEWING SURVEYOR PLS NO. COUNTY TREASURER'S CERTIFICATE PURSUANT TO 50-1308, IDAHO CODE. I, JENNIFER CLARK, DO HEREBY CERTIFY THAT ALL COUNTY PROPERTY TAXES DUE ON THE PROPERTY BEING SUBDIVIDED, BOTH DELINQUENT AND CURRENT, HAVE BEEN PAID IN FULL. THROUGH JENNIFER CLARK, COUNTY TREASURER DATE COUNTYRECORDER'S CERT/F/CATE