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HomeMy WebLinkAboutZ - Ordinance 26-2106 Ada County Recorder Trent Tripple 2026-007548 Boise,Idaho Pgs=17 dryalls 02/04/2026 08:09:13 AM CITY OF MERIDIAN IDAHO$0.00 Electronically Recorded CITY OF MERIDIAN ORDINANCE NO. 26-2106 BY THE CITY COUNCIL: CAVENER, LITTLE ROBERTS, OVERTON STRADER, TAYLOR, WHITLOCK AN ORDINANCE (DAYSPRING SUBDIVISION — H-2024-0070) ANNEXING LAND LOCATED IN THE EAST HALF OF THE WEST HALF AND THE WEST HALF OF THE EAST HALF OF SECTION 4,TOWNSHIP 3 NORTH,RANGE 1 WEST,BOISE MERIDIAN, ADA COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED IN EXHIBIT "A"; REZONING 143.09 ACRES OF SUCH REAL PROPERTY FROM RUT (RURAL URBAN TRANSITION) TO R-4 (32.64 ACRES) (MEDIUM LOW-DENSITY RESIDENTIAL), R-8 (77.76 ACRES) (MEDIUM-DENSITY RESIDENTIAL), TN-R (25.29 ACRES) (TRADITIONAL NEIGHBORHOOD RESIDENTIAL), AND C-N (7.40 ACRES) (NEIGHBORHOOD BUSINESS) ZONING DISTRICTS; DIRECTING CITY STAFF TO ALTER ALL APPLICABLE USE AND AREA MAPS AS WELL AS THE OFFICIAL ZONING MAPS AND ALL OFFICIAL MAPS DEPICTING THE BOUNDARIES AND THE ZONING DISTRICTS OF THE CITY OF MERIDIAN IN ACCORDANCE WITH THIS ORDINANCE; PROVIDING THAT COPIES OF THIS ORDINANCE SHALL BE FILED WITH THE ADA COUNTY ASSESSOR, THE ADA COUNTY TREASURER, THE ADA COUNTY RECORDER,AND THE IDAHO STATE TAX COMMISSION,AS REQUIRED BY LAW; REPEALING CONFLICTING ORDINANCES; AND PROVIDING AN EFFECTIVE DATE WHEREAS,the City of Meridian received a written request from property owner MERE River Jordan Mink Ranch North SLLC to annex and rezone the land described in the legal descriptions attached hereto as Exhibit "A" and the maps attached hereto as Exhibit "B" ("Subject Property"), which exhibits are incorporated herein by reference; WHEREAS,the Subject Property is contiguous to the corporate limits of the City of Meridian, Idaho; WHEREAS, the City of Meridian is authorized by Idaho Code section 50-222 to annex the Subject Property; NOW, THEREFORE, BE IT ORDAINED BY THE MAYOR AND COUNCIL OF THE CITY OF MERIDIAN, COUNTY OF ADA, STATE OF IDAHO: SECTION 1. That the City Council of the City of Meridian hereby annexes the Subject Property. SECTION 2. That the City Council of the City of Meridian hereby rezones 143.09 acres of such real property from RUT (Rural Urban Transition) to R-4 (32.64 acres) (Medium Low-Density ANNEXATION ORDINANCE—DAYSPRING SUBDIVISION H-2024-0070 Page I Residential), R-8 (77.76 acres) (Medium-Density Residential), TN-R (25.29 acres) (Traditional Neighborhood Residential), and C-N (7.40 acres) (Neighborhood Business) zoning districts. SECTION 3. That City Staff is hereby directed to alter all applicable use and area maps as well as the official zoning maps and all official maps depicting the boundaries and the zoning districts of the City of Meridian in accordance with this ordinance. SECTION 4. That the City Clerk is hereby directed to file a certified copy of this ordinance and its exhibits with the Ada County Assessor, the Ada County Treasurer, the Ada County Recorder, and the Idaho State Tax Commission, within ten (10) days following the effective date of this ordinance. SECTION 5. That all ordinances, resolutions, orders or parts thereof in conflict herewith are hereby repealed. SECTION 6. That this ordinance shall be in full force and effect upon publication, in accordance with law. PASSED BY THE CITY COUNCIL OF THE CITY OF MERIDIAN,IDAHO,this 23rd day of February, 2026. APPROVED BY THE MAYOR OF THE CITY OF MERIDIAN, IDAHO, this 3rd day of February, 2026. MAYOR ROBERT E. SIMISON ATTEST: CHRIS JOHNSON, CITY CLERK STATE OF IDAHO, ) ) ss: County of Ada ) On this3rd day of February,2026,before me,the undersigned,a Notary Public in and for said State, personally appeared Robert E.Simison and Chris Johnson known to me to be the Mayor and City Clerk,respectively, of the City of Meridian,Idaho,and who executed the within instrument,and acknowledged to me that the City of Meridian executed the same. IN WITNESS WHEREOF,I have hereunto set my hand and affixed my official seal the day and year first above written. (SEAL) Notary Public Commission Expiration: 3-28-2028 ANNEXATION ORDINANCE—DAYSPRING SUBDIVISION H-2024-0070 Page 2 CERTIFICATION OF SUMMARY: William L.M. Nary, City Attorney of the City of Meridian, Idaho,hereby certifies that the summary below is true and complete and upon its publication will provide adequate notice to the public. William L. M.Nary, City Attorney � SUMMARY OF CITY OF MERIDIAN ORDINANCE NO. 26-2106 An ordinance (Dayspring Subdivision —H-2024-0070) annexing land located in the east half of the west half and the west half of the east half of Section 4, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho, as depicted in the map exhibit; rezoning 143.09 acres of such real property from RUT(Rural Urban Transition)to R-4(32.64 acres)(Medium Low-Density Residential), R-8 (77.76 acres) (Medium-Density Residential), TN-R (25.29 acres) (Traditional Neighborhood Residential), and C-N (7.40 acres) (Neighborhood Business) zoning districts; directing city staff to alter all applicable use and area maps as well as the official zoning maps and all official maps depicting the boundaries and the zoning districts of the City of Meridian in accordance with this ordinance; providing that copies of this ordinance shall be filed with the Ada County Assessor, the Ada County Treasurer, the Ada County Recorder, and the Idaho State Tax Commission, as required by law; repealing conflicting ordinances; and providing an effective date. A full text of this ordinance is available for inspection at City Hall, City of Meridian, 33 East Broadway Avenue, Meridian, Idaho. This ordinance shall be effective as of the date of publication of this summary. [Publication to include map as set forth in Exhibit B.] ANNEXATION ORDINANCE—DAYSPRING SUBDIVISION H-2024-0070 Page 3 EXHIBIT A Legal Description Dayspring Subdivision — Overall Annexation A parcel located in the E '/z of the W '/2 and the W'h of the E 'h of Section 4, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho, being more particularly described as follows: Commencing at a 5/8 inch diameter iron pin marking the northwest corner of said Section 4, from which an Aluminum Cap monument marking the northeast corner of the NW '/4 (N '/4 Corner) of said Section 4 bears S 89'19'04" E a distance of 2638.34 feet; Thence along the northerly boundary of said NW '/4 S 89019'04" E a distance of 1319.17 feet to an Aluminum Cap monument marking the northwest corner of the NE % of said NW '/4 (W 1/16 Corner), the POINT OF BEGINNING; Thence continuing S 89°19'04" E along the northerly boundary of said NE % of the NW % a distance of 1034.22 feet to a 5/8 inch diameter iron pin; Thence leaving said boundary S 0°56'45" W a distance of 229.40 feet to a 5/8 inch diameter iron pin; Thence S 31°37'51" W a distance of 39.58 feet to a 5/8 inch iron pin; Thence S 0057'37" W a distance of 1041.35 feet to a 5/8 inch diameter iron pin; Thence S 88°36'04" E a distance of 833.19 feet to a '/z inch iron pin on the centerline of the Sky Pilot Drain; Thence along said centerline S 34009'55" E a distance of 73.80 feet to a 5/8 inch diameter iron pin marking the northeasterly corner of Tricia's Crossing Subdivision, as shown in Book 90 of Plats on Pages 10615 through 10617, records of Ada County, Idaho; Thence along the northerly boundary of said Tricia's Crossing Subdivision N 89'25'11" W a distance of 3.11 feet to a 5/8 inch diameter iron pin marking the northwest corner of said Tricia's Crossing Subdivision; Thence along the westerly boundary of said subdivision S 0011'53" W a distance of 1324.13 feet to a 5/8 inch diameter iron pin marking the southwest corner of said Tricia's Crossing Subdivision; Thence along the southerly boundary of said Tricia's Crossing Subdivision S 89°22'15" E a distance of 746.73 feet to a 5/8 inch diameter iron pin marking the northeast corner of the NW '/4 of the SE '/4 (CE 1/16 Corner) of said Section 4, also being the northwest corner of Turnberry Subdivision No. 2 as shown in Book 81 of Plats on Pages 8835 through 8836, records of Ada County, Idaho; Thence along the easterly boundary of said NW '/4 of the SE %, the westerly boundary of said Turnberry Subdivision No. 2, and partially along the westerly boundary of Burlingame Subdivision No. 2 as shown in Book 120 of Plats on Pages 18766 through 18768, records of Ada County, Idaho, S 0041'34" W a distance of 1304.19 feet to a 5/8 inch diameter iron pin; Dayspring Subd Overall Annexation Land Su-eying and Consulting Job No.21-26 Page 1 of 2 Thence leaving said boundary N 88°22'35" W a distance of 1323.49 feet, previously having been identified as the southerly boundary of said NW'/4 of the SE %, to a '/2 inch diameter iron pin; Thence along the westerly boundary of said NW'/4 of the SE '/4 N 0°44'38" E a distance of 14.01 feet to a 5/8 inch diameter iron pin; Thence leaving said boundary S 89°47'21" W a distance of 445.78 feet to a '/z inch diameter iron pin; Thence N 0°53'47" E a distance of 1273.76 feet to a '/2 inch diameter iron pin on the southerly boundary of the SE '/4 of the NW%4 of said Section 4; Thence along said southerly boundary of the SE '/4 of the NW '/4 N 89022'15" W a distance of 880.06 feet to a 5/8 inch diameter iron pin marking the southwest corner of said SE '/4 of the NW '/4 (CW 1/16 Corner); Thence along the westerly boundary of the E '/2 of the NW '/4 of said Section 4 N 0°49'28" E a distance of 2701.52 feet to the POINT OF BEGINNING. This parcel contains 143.09 acres more or less. Clinton W. Hansen, PLS NPR �A Np Land Solutions, PC �o s February 20, 2025 C5 S T FR �pG 11118 X L l��yTF o F TO N W \A Lzyn olutlon Dayspring Subd Overall Annexation land Surveying and Consulting Job No.21-26 Page 2 of 2 Legal Description Proposed TN-R Zone Dayspring Subdivision Parcels located in the NW %4 of Section 4, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho, being more particularly described as follows: PARCEL 1 Commencing at a 5/8 inch diameter iron pin marking the northwest corner of said Section 4, from which an Aluminum Cap monument marking the northeast corner of said NW % (N Y4 Corner) bears S 89019'04" E a distance of 2638.34 feet; Thence along the northerly boundary of said NW '/4 S 89019'04" E a distance of 1319.17 feet to an Aluminum Cap monument marking the northwest corner of the NE '/4 of said NW '/4 (W 1/16 Corner); Thence along the westerly boundary of the E '/2 of the NW'/4 of said Section 4 S 0049'28" W a distance of 327.10 feet to the POINT OF BEGINNING; Thence leaving said westerly boundary S 89'06'13" E a distance of 265.93 feet to a point; Thence S 0d53'47" W a distance of 115.00 feet to a point; Thence S 89'06'13" E a distance of 292.99 feet to a point; Thence N 0°53'47" E a distance of 115.00 feet to a point; Thence S 89006'13" E a distance of 318.50 feet to a point; Thence N 0°53'47" E a distance of 330.38 feet to a point on the northerly boundary of said NW'/4; Thence along said northerly boundary S 89°19'04" E a distance of 156.38 feet to a point; Thence leaving said northerly boundary S 0°56'45" W a distance of 229.40 feet to a point; Thence S 31°37'51" W a distance of 39.58 feet to a point; Thence S 0057'37" W a distance of 1041.35 feet to a point; Thence N 89°28'03" W a distance of 109.80 feet to a point; Thence N 89°06'13" W a distance of 135.00 feet to a point; Thence N 86002'17" W a distance of 18.70 feet to a point; Thence N 89006'13" W a distance of 340.50 feet to a point; Thence N 0053'47" E a distance of 273.50 feet to a point; Thence N 89'06'13" W a distance of 407.37 feet to a point on the westerly boundary of the E '/2 of the NW '/4 of said Section 4; U olutions Dayspring Subdivision—TN-R Zone Land Surveying and Consumng Job No.21-26 Page 1 of 2 Thence along said westerly boundary N 0°49'28" E a distance of 700.00 feet to the POINT OF BEGINNING. Said Parcel 1 contains 20.44 acres more or less. PARCEL 2 Commencing at a 5/8 inch diameter iron pin marking the northwest corner of said Section 4, from which an Aluminum Cap monument marking the northeast corner of said NW% (N '/4 Corner) bears S 89019'04" E a distance of 2638.34 feet; Thence along the northerly boundary of said NW %4 S 89°19'04" E a distance of 1319.17 feet to an Aluminum Cap monument marking the northwest corner of the NE % of said NW% (W 1/16 Corner); Thence along the westerly boundary of said E 'h of the NW %4 S 0°49'28" W a distance of 1777.47 feet to a point; Thence leaving said boundary S 89°10'32" E a distance of 286.93 feet to the POINT OF BEGINNING; Thence S 89'06'13" E a distance of 219.04 feet to a point of curvature; Thence a distance of 196.35 feet along the arc of a 250.00 foot radius curve left, said curve having a central angle of 45000'00" and a long chord bearing N 68023'47" E a distance of 191.34 feet to a point of tangency; Thence N 45053'47" E a distance of 66.16 feet to a point; Thence S 44006'13" E a distance of 204.56 feet to a point of curvature; Thence a distance of 235.62 feet along the arc of a 300.00 foot radius curve right, said curve having a central angle of 45°00'00" and a long chord bearing S 21'36'13" E a distance of 229.61 feet to a point of tangency; Thence S 0°53'47" W a distance of 65.23 feet to a point; Thence N 89'06'13" W a distance of 675.11 feet to a point; Thence N 0053'47" E a distance of 302.00 feet to the POINT OF BEGINNING. Said Parcel 2 contains 4.85 acres, more or less. Clinton W. Hansen, PLS \oNp L LA No s Land Solutions, PC CO \s T FR Gp November 25, 2024 m 11118 0 0 F SOP 5� ON W NPR (L `�lolut;on Dayspring Subdivision-TN-R Zone ` ___ -Land Surveying and Consulting Job No.21-26 Page 2 of 2 Legal Description Proposed C-N Zone Dayspring Subdivision A parcel located in the NE '/4 of the NW Y4 of Section 4, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho, being more particularly described as follows: Commencing at a 5/8 inch diameter iron pin marking the northwest corner of said Section 4, from which an Aluminum Cap monument marking the northeast corner of the NW '/4 (N '/a Corner) of said Section 4 bears S 89019'04" E a distance of 2638.34 feet; Thence along the northerly boundary of said NW '/4 S 89019'04" E a distance of 1319.17 feet to an Aluminum Cap monument marking the northwest corner of the NE '/4 of said NW '/4 (W 1/16 Corner), the POINT OF BEGINNING; Thence continuing S 89°19'04" E along the northerly boundary of said NE %4 of the NW %4 a distance of 877.83 feet to a point; Thence leaving said boundary S 0°53'47" W a distance of 330.38 feet to a point; Thence N 89006'13" W a distance of 318.50 feet to a point; Thence S 0053'47" W a distance of 115.00 feet to a point; Thence N 89'06'13" W a distance of 292.99 feet to a point; Thence N 0°53'47" E a distance of 115.00 feet to a point; Thence N 89006'13" W a distance of 265.93 feet to a point on the westerly boundary of said NE Y4 of the NW'/4; Thence along said boundary N 0°49'28" E a distance of 327.10 feet to the POINT OF BEGINNING. This parcel contains 7.40 acres, more or less. Clinton W. Hansen, PLS \oNp,L LA ND S Land Solutions, PC 5 sTF G November 25, 2024 �`1 Cn OF O �C:�� TAN W . NP L i - aft tlop Dayspring Subdivision-GN Zone -land surveying and Consulting Job No.21 Page 1 off 1 1 Legal Description Proposed R-4 Zone Dayspring Subdivision A parcel located in the SW%4 of the NE '/4 and the NW%4 of the SE '/4 of Section 4, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho, being more particularly described as follows: Commencing at a 5/8 inch diameter iron pin marking the northwest corner of the NW'/4 of the SE '/4 (Center '/4 Corner) of said Section 4, from which a 5/8 inch diameter iron pin marking the southwest corner of the NW% (W'/4 Corner) of said Section 4 bears N 89022'15" W a distance of 2644.78 feet; Thence along the northerly boundary of said NW% of the SE % S 89'22'15" E a distance of 380.90 feet to the POINT OF BEGINNING; Thence leaving said northerly boundary N 0d53'47" E a distance of 183.26 feet to a point; Thence N 89006'13" W a distance of 113.39 feet to a point; Thence N 0053'47" E a distance of 787.00 feet to a point; Thence S 89006'13" E a distance of 148.50 feet to a point; Thence N 0053'47" E a distance of 4.00 feet to a point of curvature; Thence a distance of 84.82 feet along the arc of a 100.00 foot radius curve right, said curve having a central angle of 48°35'59" and a long chord bearing N 25011'46" E a distance of 82.30 feet to a point of tangency; Thence N 49029'45" E a distance of 53.48 feet to a point; Thence S 40030'15" E a distance of 110.76 feet to a point on the westerly boundary of Tricia's Crossing Subdivision as shown in Book 90 of Plats on Pages 10615 through 10617, records of Ada County, Idaho; Thence along said westerly boundary S 0011'53" W a distance of 1000.73 feet to a point marking the southwest corner of said Tricia's Crossing Subdivision; Thence along the southerly boundary of said Tricia's Crossing Subdivision S 89022'15" E a distance of 746.73 feet to a point marking the northeast corner of said NW'/4 of said SE % (CE 1/16 Corner), said point also being the northwesterly corner of Turnberry Subdivision No. 2 as shown in Book 81 of Plats on Pages 8835 through 8836, records of Ada County, Idaho; Thence along the easterly boundary of said NW %4 of the SE %, the westerly boundary of said Turnberry Subdivision No. 2, and partially along the westerly boundary of Burlingame Subdivision No. 2 as shown in Book 120 of Plats on Pages 18766 through 18768, records of Ada County, Idaho, S 0°41'34" W a distance of 1304.19 feet to a point; Thence leaving said boundary N 88°22'35" W a distance of 600.75 feet to a point; Thence N 0°53'47" E a distance of 337.57 feet to a point; Dayspring Subdivision—R-4 Zone Land Surveying and Consulting Job No.21-26 Page 1 of 2 Thence N 89'06'13" W a distance of 276.97 feet to a point; Thence N 44010'32" W a distance of 470.95 feet to a point; Thence N 45049'28" E a distance of 552.20 feet to a point; Thence N 0053'47" E a distance of 231.64 feet to a point on the northerly boundary of said NW%of the SE '/4, Thence along said northerly boundary N 89022'15" W a distance of 124.78 feet to the POINT OF BEGINNING. This parcel contains 32.64 acres more or less. Clinton W. Hansen, PLS \oNp L LA/VD S Land Solutions, PC \S T ER G� November 25, 2024 Q- o -� 11118 lyr� 0 F \O C:):2 TAN W NP L�' cd DI 1011 Dayspring Subdivision— o. Zone Land surveying and ConsWtlng Job No.21 Page 2 off 2 2 Legal Description Proposed R-8 Zone Dayspring Subdivision A parcel located in the E 'h of the NW Y4, the SW % of the NE %, and the NW '/a of the SE % of Section 4, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho, being more particularly described as follows: Commencing at a 5/8 inch diameter iron pin marking the southwest corner of the NW '/4 (W Corner) of said Section 4, from which a 5/8 inch diameter iron pin marking the northwest corner of said Section 4 bears N 0053'34" E a distance of 2702.76 feet; Thence along the southerly boundary of said NW % S 89°22'15" E a distance of 1322.39 feet to a point marking the southwest corner of the E 'h of the NW % of said Section 4 and the POINT OF BEGINNING; Thence along the westerly boundary of said E 'h of the NW% N 0049'28" E a distance of 1674.42 feet to a point; Thence leaving said westerly boundary S 89006"3" E a distance of 407.37 feet to a point; Thence S 0°53'47" W a distance of 273.50 feet to a point; Thence S 89'06'13" E a distance of 340.50 feet to a point; Thence S 86002" 7" E a distance of 18.70 feet to a point; Thence S 89°06'13" E a distance of 135.00 feet to a point; Thence S 89028'03" E a distance of 109.80 feet to a point; Thence S 88°36'04" E a distance of 833.19 feet to a point on the centerline of the Sky Pilot Drain; Thence along said centerline S 34009'55" E a distance of 73.80 feet to the northeasterly corner of Tricia's Crossing Subdivision, as shown in Book 90 of Plats on Pages 10615 through 10617, records of Ada County, Idaho; Thence along the northerly boundary of said Tricia's Crossing Subdivision N 89'25'11" W a distance of 3.11 feet to the northwesterly corner of said Tricia's Crossing Subdivision; Thence along the westerly boundary of said subdivision S 0011'53" W a distance of 323.40 feet to a point; Thence leaving said westerly boundary N 40'30'15" W a distance of 110.76 feet to a point; Thence S 49029'45" W a distance of 53.48 feet to a point of curvature; Thence a distance of 84.82 feet along the arc of a 100.00 foot radius curve left, said curve having a central angle of 48°35'59" and a long chord bearing S 25'11'46" W a distance of 82.30 feet to a point of tangency; zn, olution Dayspring Subdivision—R-8 Zone Job No.21-26 ---Land Surveying and Consulting Page 1 of 3 Thence S 0053'47" W a distance of 4.00 feet to a point; Thence N 89006'13" W a distance of 148.50 feet to a point; Thence S 0053'47" W a distance of 787.00 feet to a point; Thence S 89'06'13" E a distance of 113.39 feet to a point; Thence S 0053'47" W a distance of 183.26 feet to a point; Thence S 89022'15" E a distance of 124.78 feet to a point; Thence S 0053'47" W a distance of 231.64 feet to a point; Thence S 45049'28" W a distance of 552.20 feet to a point; Thence S 44010'32" E a distance of 470.95 feet to a point; Thence S 89006'13" E a distance of 276.97 feet to a point; Thence S 0053'47" W a distance of 337.57 feet to a point; Thence N 88022'35" W a distance of 722.74 feet to a point on the westerly boundary of said NW Y4 of the SE '/a of Section 4; Thence along said westerly boundary N 0044'38" E a distance of 14.01 feet to a point; Thence leaving said westerly boundary S 89047'21" W a distance of 445.78 feet to a point; Thence N 0053'47" E a distance of 1273.76 feet to a point on the southerly boundary of the SE %4 of the NW% of said Section 4; Thence along said southerly boundary N 89'22'15" W a distance of 880.06 feet to the POINT OF BEGINNING. AND EXCLUDING THEREFROM: A parcel located in the SE %4 of the NW %, and the SW % of the NE '/4 of Section 4, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho, being more particularly described as follows: Commencing at a 5/8 inch diameter iron pin marking the southwest corner of the NW '/4 (W Corner) of said Section 4, from which a 5/8 inch diameter iron pin marking the northwest corner of said Section 4 bears N 0053'34" E a distance of 2702.76 feet; Thence along the southerly boundary of said NW %4 S 89022'15" E a distance of 1322.39 feet to a point marking the southwest corner of the E '/2 of the NW%4 of said Section 4; Thence leaving said southerly boundary N 25033'29" E a distance of 684.87 feet to the POINT OF BEGINNING; U lld_'�O]Ub0n Dayspring Subdivision- o. Zone Q_J__ Land Surveying and Consulting Job No.21 Page 2 off 3 3 Thence N 0053'47" E a distance of 302.00 feet to a point; Thence S 89'06'13" E a distance of 219.04 feet to a point of curvature; Thence a distance of 196.35 feet along the arc of a 250.00 foot radius curve left, said curve having a central angle of 45°00'00" and a long chord bearing N 68023'47" E a distance of 191.34 feet to a point of tangency; Thence N 45°53'47" E a distance of 66.16 feet to a point; Thence S 44006'13" E a distance of 204.56 feet to a point of curvature; Thence a distance of 235.62 feet along the arc of a 300.00 foot radius curve right, said curve having a central angle of 45°00'00" and a long chord bearing S 21036'13" E a distance of 229.61 feet to a point of tangency; Thence S 0053'47" W a distance of 65.23 feet to a point; Thence N 89006'13" W a distance of 675.11 feet to the POINT OF BEGINNING of this Exclusion Parcel. Total area of subject parcel comprises 77.76 acres, more or less. Clinton W. Hansen, PLS \ONPL LA AIDS Land Solutions, PC �5 S TER Gp November 25, 2024 F 11118 �1�125�ZyC) z j�9TF 0 F �Cb TON W Dayspring Subdivision La olutio on- o. Zone eland surveying and Consulting Job No.21 Page 3 off 3 3 EXHIBIT B DAYSPRING SUBDIVISION - OVERALL ANNEXATION EXHIBIT BASIS OF BEARING E 1/16 32H4 �1 W 1/16 S89'19'04"E 2638.34' 33 1/4 W. $TICK 3334 S89'18'45'E S89'18'45'E Tin519.17' 285.05' 4 1319.22'- 1319.22' Tm I POINT OF 034.22 SH6'229 ' 4 3 SO'56'45"W w I BEGINNING UNPLATTED S31*3 � 317'51"W z a' z o I �I M No UNPLATTED N I � M N S88'36'04"E 833.19'r wo S34'09'55" o I 73.80' N 3.11' R-8 N89'25'11}�W I TRIGA'S SUBDINSION N0.3 a Z BK 85 PGS 9468-9469 z I I TN-R M 3 s M / I =n TRICIA'S CROSSING SUBDIVISION I f BK 90 PGS 10615-10617 N R-8 I 2644.78' 5 1322.39" c 1/4 S89'22'15"E 741.73' CE 1/16 1/4 S89.22'15'E CW 1/16 N89'22'15"W 880.06' - - UNPLATTED n � l �n N R-4 M c> nn— 0 >a J � M � 0 0 Z N N0'44'38"E P44578' 14.01' S89'47'21"W CS 1/16 N88'22'35"W 1323.49' UNPLATTED Se UNPLATTED m m wa S�ONPL LA T Nis L�m� E G'QL ��$o Lan SOP�� Land Surveying and Consulting 0' 300' 600' 1200' ti OF 231 E.STH ST. TON W. N0- MERIDIAN,ID 83642 (208)288-2040 (2 08)288-2557 fax www.landsolutions.biz JOB NO.21-26 TN-R ZONE PROPOSED DAYSPRING SUBDIVISION LOCATED IN THE NW 1/4 OF SECTION 4 TOWNSHIP 3 NORTH, RANGE 1 WEST, B.M., ADA COUNTY, IDAHO 32 33 BASIS OF BEARING _ 9'19.17'_ W 1/16 _ S89'19'04"E 2638.34' W. USTICK RD. _T.4N.33 1/4 174 S89'19'04"E 877.83' L3 3 T.3N. 4 0 3 w O iC) o cn- BEGINNING NG •( ?0*INT OFSUgD "� o N y`n N d M PARCEL 1 pRpPpSEp DA o M N S89'06'13"E Z v I Li S89'06'13"E 318.50' Z 265.93' J 292.99' —' S89'06'13"E LINE TABLE o 0 LINE LENGTH BEARING o M L1 115.00' SO'53'47"W w � L2 115.00' NO'53'47"E m 20.44 ACRES L3 156.38' S89'19'04"E d- r- 0 L4 39.58' S31'37'51"W z L5 109.80' N89'28'03"W o 407.37 L6 135.00' N89'06'13"W N89'06'1 YW L7 18.70' N86'02'17"W ,o� L8 66.16' N45'53'47"E r- o N L9 204.56' S44'06'1 YE z 340.50' L10 65.23' SO'53'47"W N89'06'13"W L7 L6 L5 M G S�gp. RpPpSEO OP,�SpR1N \�Np,%-LA lye P S r 219.n4'1 118 S89'10'32".ES89'06(��Zs286.93'POINT OFNNBEGINNING oPARCEL 2 �oon0' 150' 300' 600' o J N89'06'13"W 675.11 CURVE TABLE Lan y I CURVE LENGTH RADIUS DELTA BEARING CHORD whns I u C1 196.35' 250.00' 45'00'00" N68'23'47"E 191.34' Land Surveying and Consulting 231 E.5TH ST.,STE.A C2 235.62' 300.00' 45'00'00" S21'36'1YE 229.61' MERIDIAN,ID 83642 (208)288-2040 (208)288-2557 fax www.landsolutions.biz JOB NO. 21-26 C-N ZONE PROPOSED DAYSPRING SUBDIVISION LOCATED IN THE NE 114 OF THE NW 1/4 OF SECTION 4 TOWNSHIP 3 NORTH, RANGE 1 WEST, B.M., ADA COUNTY, IDAHO i i i BASIS OF BEARING 32 33 S89'19'04"E W 1/16 S89'19'04"E 2638.34' W. USTICK RD. - 33 _ T. 1/4 5 4 1319.17' S89'19'04"E 877.83' T.3N. 4 d POINT OF ``' BEGINNING O°0 N 0 O � rn 7.40 ACRES 0 0 w z 265.93' o _ 318.50' 0 N89'06'13"W cD� Mn N89'06'13"W -o o� <-z V) N89'06'13"W 292.99' SUBD- ROPOSED DP,�SPR\N P O , ,LLANO 1�0STF SG 11118 u'� 11�25112-4 0 = OF ON W. NP 0' 125' 250' 500' Lan Land Surveying and Consulting 231 E.5TH ST.,STE.A MERIDIAN,ID 83642 (208)288-2040 (20 8)288-2557 fax Ww Jandsolutions.biz JOB NO, 21-26 R-4 ZONE PROPOSED DAYSPRING SUBDIVISION LOCATED IN THE SW 1/4 OF THE NE 1/4 AND THE NW 1/4 OF THE SE 1/4 SECTION 4, TOWNSHIP 3 NORTH, RANGE 1 WEST, B.M., ADA COUNTY, IDAHO CURVE TABLE 32 11 33 S89'19'04"E 2638.34' TAN. 33 1/4 5 41 4 W. USTICK RD. T.3N. CURVE LENGTH RADIUS DELTA BEARING CHORD C1 84.82' 100.00' 48'35'59" N25'11'46"E 82.30' `0 TRICIA'S SUBDIVISION NO. 3 Ila 8K 85 PGS 9468-9469 V L3 0 o O N O 0 O O I � M N W TRIgA'S CROSSING SUBDIVISION BK 90 PGS 10615-10617 O PROPOSED DAYSPRING SUBD. z I I-- - - BASIS OF BEARING 5 4 N89'22'15"W 2644.78' C 1/4 380.90' S89'22'15"E 746.73' CE 1/16 1/4 LINE TABLE S89'22'15"E L10 6 TPOINT OF w LINE LENGTH BEARING BEGINNING L1 183.26' NO'53'47"E (" v I I o L2 113.39' N89'06'13"W I ��`L�o 32.64 ACRES rn Z � I L3 148.50' S89'06'131 ���`7�`l•� '7 F N Z L4 4.00' NO'53'47"E I m — I I N0 L5 53.48' N49'29'45"E Q�rs a— L6 110.76' S40'30'15"E I Sri , 9S, w O � L7 337.57' NO'53'47"E L8 276.97' N89'06'13"W I L8 1 L9 231.64' NO'53'47"E I L10 124.78' N89'22'15"W 1 \ONp.L LA/y0 cs 1/16 SE 1/16 Li r 61, N88'22'35"W 600.75' -c a. 11118La fution 0' 200' 400' 800' Land Surveying and Consulting 0 F \ A�J 231 E.5TH ST.,STE.A QN W.N� MERIDIAN,ID 83642 (208)288-2040 (208)288-2557 fax www.landsolutions.biz JOB NO.21-26 R-8 ZONE 32 33W US11CK RD. PROPOSED DAYSPRING SUBDIVISION 5 4 LOCATED IN THE E 1/2 OF THE NW 1/4, THE SW 1/4 OF S89'06'13"E THE NE 1/4, AND THE NW 1/4 OF THE SE 1/4 OF 407.37' � c) SECTION 4, TOWNSHIP 3 NORTH, RANGE 1 WEST, Io N B.M., ADA COUNTY, IDAHO to S89'06'13"E L2 L3 S88'36'04"E 833.19' S34"09'55"E o 340.50' L1 73.80' J N89'25'11"W Z 219.04' ��� v� `D S89'06'13"E w G2 >> L8 J a I N w �, EXCLUSION AREA �'� o m 00 ;n o 00 o I M z M 675.11' co cn N89'06'13"W °' Z Z POINT OF BEGINNING 77.76 ACRES EXCLUSION PROPOSED DAYSPRING SUBD. L9 O -- - - 5 4 S89.22'15"E J L11FT 1/4 1322.39' N89'22'15"W 880.06' POINT OF N BEGINNING J 1 LINE TABLE LINE TABLE 'v ONPL LA�yOs LINE LENGTH BEARING LINE LENGTH BEARING M �p3��O T F SQL Lt 18.70' S86'02'17'E L10 183.26' SO'53'47'W N O O IL2 135.00' S89'06'1YE L11 124.78' S89'22'15"E a 111 18 L3 109.80' S89-28-03"E L12 231.64' SO.53-47"W N� ((,ZS'2� �O = 1-4 323.40' SO'11 53 W L13 276.97' S89 0613E W s Q> /A-'9,F 1-5 110.76' N40'30'15'W L14 337.57' SO.53-47"W � sr- 0 ►'�` F `�`V N W P � L6 53.48' S49'29'45'W L15 14.01' NO'44'38'E os, L7 4.00' SO'53'47"W L16 66.16' N45'53'47"E Z �F L13 L8 148.50' N89'06'13"W L17 204.56' S44'06'13"E L9 113.39' S89'06'13'E L18 65.23' SO.53-47"W 445.78' CURVE TABLE S89"47'21"W J CURVE LENGTH RADIUS DELTA BEARING CHORD C1 84.82' 100.00' 48'35'59" S25'11'46"W 82.30' CS 1/16 N88"22'35"W 722.74' C2 196.35' 250.00' 45'00'00" N68'23'47"E 191.34' C3 235.62' 300.00' 45'00'00" S21'36'13'E 229.61' Aq& LLa I U I%j 0' 200' 400' 800' Land Surveying and Consulting i� 231 E.5TH ST.,STE.A MERIDIAN,ID 83642 (208)288-2040 (208)288-2557 fax www.landsolutions.biz JOB NO.21-26