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Application TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN To ensure that your comments and recommendations will be considered by the Meridian Planning and Zoning Commission please submit your comments and recommendations to Meridian City Hall To: Attention C.Jay Coles, City Clerk By: March 23, 2018 City Clerk ’s Office 33 E. Broadwa y Avenue, Meridian, ID 83642 Phone 208-888-4433 Fax 208-888-4218 www.meridiancityclerk.org www.m eridiancity.org Transmittal Date: March 8, 2018 File No: H-2018-0021 MFP Hearing Date: March 27, 2018 Request: For A Modification to the Final Plat Landscape Plan to Remove the Pathway Connection to the Golf Course and the Requirement for Bollard Lighting Along the Pedestrian Pathway and Addition of an Archway/Entryway Feature and Water Fountain for Olivetree at Spurwing Subdivision. By: Spurwing Limited Partnership Location of Property or Project: N of W Chinden Blvd, W of N Spurwing Way Ryan Fitzgerald (No FP) Meridian School District Gregory Wilson (No FP) Meridian Post Office Steven Yearsley (No FP) Ada County Highway District Treg Bernt (No FP) Ada County Development Services Rhonda McCarvel (No FP) Central District Health Bill Cassinelli (No FP) COMPASS Jessica Perreault (No FP) Nampa Meridian Irrigation District Tammy de Weerd, Mayor Settlers Irrigation District City Council Idaho Power Company Sanitary Services Century Link Building Department Intermountain Gas Co. Fire Department Idaho Transportation Department Police Department Ada County Associate Land Records City Attorney Downtown Projects City Public Works Meridian Development Corporation City Planner Historical Preservation Comm.` Parks Department South of RR/SW Meridian Economic Development NW Pipeline New York Irrigation District Boise-Kuna Irrigation District Boise Project Board of Cont rol – Tim Paige Hearing Date: March 27, 2018 File No.: H-2018-0021 Project Name: Olivetree at Spurwing Subdivision Request: Request for a modification to the final plat landscape plan to remove the pathway connection to the golf course and the requirement for bollard lighting along the pedestrian pathway and addition of an archway/entryway feature and water fountain, by Spurwing Limited Partnership. Location: The site is located north of W. Chinden Blvd., west of N. Spurwing Way, in the SW ¼ of Section 23, Township 4N., Range 1W. E ILi! Nf:� C Planning Division DEVELOPMENT REVIEW APPLICATION STAFF USE ONLY: Project name: p ( ti File number(s): Assigned Planner: Related files: Type of Review Requested (check all that apply) ❑ Accessory Use ❑ Planned Unit Development ❑ Administrative Design Review ❑ Preliminary Plat ❑ Alternative Compliance ❑ Private Street ❑ Annexation and Zoning ❑ Property Boundary Adjustment ❑ Certificate of Zoning Compliance ❑ Rezone ❑ Comprehensive Plan Map Amendment ❑ Short Plat ❑ Comprehensive Plan Text Amendment ❑ Time Extension: ❑ Conditional Use Permit Director/ Commission/Council (circle one) ❑ Conditional Use Modification ❑ UDC Text Amendment Director/Commission (circle one) ❑ Vacation: ❑ Development Agreement Modification Director/ Council (circle one) ❑ Final Plat ❑ Variance ❑� Final Plat Modification ❑ Other Applicant Information Applicant name: Spurwing Limited Partnership Phone: Applicant address: 1406 N. Main Street, Suite 205 City: Meridian Email: State: ID Zip: 83642 Applicant's interest in property: El Own ❑ Rent ❑ Optioned ❑ Other Owner name: Same as Applicant Owner address: City: Email: Phone: State: Zip: Agent/Contact name (e.g., architect, engineer, developer, representative): Shari Stiles Firm name: Engineering Solutions, LLP Phone: 208-938-0980 Owner address: 1029 N. Rosario Street, Suite 100 City: Meridian Primary contact is: ❑ Applicant ❑ Owner ❑� Agent/Contact Email: es-beckym@gwestoffice.net State: ID Zip: 83642 Subject Property Information North of W. Chinden Boulevard, West of N. Spurwing Way T.4N., RAW., Section 23 Location street address: Township, range, section: Assessor's parcel number(s): R8081770032 Total acreage: 20.51 Zoning district: R-4 and R-8 Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 wwNv.meridiancitv.org/planninl? -1- (Rev. 06/12/2014) Project/subdivision name: Olivetree Subdvision -Landscape Plan Modification General description of proposed project/request: Request to modify the final plat landscape plan to add entryway feature and fountain and delete pathway and lighting requirements Proposed zoning district(s): R-4 and R-8 (existing) Acres of each zone proposed: N/A Type of use proposed (check all that apply): El Residential ❑ Office ❑ Commercial ❑ Employment ❑ Industrial ❑ Other Who will own & maintain the pressurized irrigation system in this development? Spurwing HOA Which irrigation district does this property lie within? Settlers Irrigation District Primary irrigation source: N/A Secondary: N/A Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): N/A Residential Project Summary (if applicable) Number of residential units: Number of building lots: Number of common lots: Number of other lots: Proposed number of dwelling units (for multi -family developments only): 1 bedroom: 2-3 bedrooms: 4 or more bedrooms: Minimum square footage of structure (excl. garage): Maximum building height: _ Minimum property size (s.f): Average property size (s.£): Gross density (Per UDC 11-1A-1): Net density (Per UDC 11 -IA -1): Acreage of qualified open space: Percentage of qualified open space: Type and calculations of qualified open space provided in acres (Per UDC 11 -3G -3B): Amenities provided with this development (if applicable): _ Type of dwelling(s) proposed: El Single-family Detached ❑ Duplex ❑ Multi -family ❑ Vertically Integrated ❑ Single-family Attached ❑ Townhouse ❑ Other Non-residential Project Summary (if applicable) Number of building lots: Common lots: Other lots: Gross floor area proposed: Hours of operation (days and hours): Total number of parking spaces provided: Authorization Existing (if applicable): Building height: Number of compact spaces provided: Print applicant name: Becky McKay, Engineering Solutions, LLP Applicant signature: Date: February 27, 2018 Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancity.ore/nlannine -2- (Rei% 06/12/2014) OLIVETREE SUBDIVISION FINAL PLAT LANDSCAPE PLAN MODIFICATION WRITTEN NARRATIVE Spurwing Limited Partnership requests a modification to the landscape plan of the final plat for Olivetree at Spurwing Subdivision. This request is to modify the final plat landscape plan to add an archway/entryway feature and water fountain and delete the pathway connection to the golf course. The investment the developer has made in building a stucco wall along the entire north boundary, open space, water fountain, and entryway arch is significant and should more than offset the deletion of a pathway between two houses. When the final plat was approved over ten years ago, it was anticipated that we would have a cart path between Lots 7 and 9 through Lot 8 to the golf course. During the recession, the Spurwing Golf Course went into foreclosure and the course and clubhouse were purchased by Roger Anderson from the bank. The new owners indicate they cannot allow any pedestrian or cart connection to the golf course at that location. Their concern is that people would walk their dogs or take a stroll on the private course, which would be disruptive to golf players, and the golf course does not want to take on the liability of encouraging the public to access the private golf course. We had to retain Lot 8, Block 1 as a landscape buffer between the homes on Lots 7 and 9 and the golf course. There is a tee box located to the east, and they did not want the golf balls hitting the two homes. The applicant also requests that the bollard lighting requirement be removed from the conditions of approval, as streetlights within the development provide adequate illumination and there are no standards within the City of Meridian ordinance providing a standard for pathway lighting. TEALETS LAND 187 E. 50th Street o Garden City, Idaho 83714 SURVEYING (208) 385-0636 Fax (208) 365-0696 Project. No.: 2981 Date: May 12, 2006 Revised: January 15, 2008 DESCRIPTION FOR OLIVETREE AT SPURWING SUBDIVISION A parcel of land being a portion of Lots 2 and 4 and all of Lot 3 of Block 1 of Spurwing Subdivision, as filed for record in the office of the Ada County Recorder, Boise, Idaho in Book 69 of Plats at pages 7104 thru 7108, being Parcel B on Record of Survey No. 7826, filed for record in the office of the Ada County Recorder, Boise, Idaho under Instrument No. 107028842 lying in the SW 114 of Section 23, TAN., R.1W., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23; thence along the Westerly boundary of the said SW 1/4 of Section 23 North 00020'40" East 40.00 feet to a brass cap marking the Southwest corner of said Lot 3 on the Northerly right-of-way line of State Highway 20, said point being the POINT OF BEGINNING; thence along the Westerly boundary of said Lot 3 North 00020'40" East 284.83 feet to an iron pin; thence continuing South 89 39 20 East 30.00 feet to an iron pin marking a point of cury ° e; thence continuing 'alongan arc of a curve to the left, said curve having a radius of 20.00 feet, a central angle of 104021'16", a length of 36.43 feet and a long chord bearing South 51 049'58" East 31.60 feet to an iron pin marking a point of tangent; thence continuing North 75°59'24" East 156.18 feet to an iron pin; thence continuing North 00048'28" East 164.90 feet to an iron pin; thence leaving said Westerly boundary North 10°58'41" East 673.13 feet to an iron pin marking the Northwest corner of said Lot 3; thence along the Northerly boundary of said Lot 3 South 78036'59" East 106.97 feet to an iron pin; thence continuing South 62024'58" East 127.74 feet to an iron pin; thence continuing South 50013'58" East 125.67 feet to an iron pin; thence continuing South 43002"58" East 160.00 feet to an iron pin; thence continuing South 43000'12" East 160.00 feet to an iron pin; thence continuing South 52028'14" East 222.39 feet to an iron pin; thence continuing South 87044'25" East 290.67 feet to an iron pin; thence continuing North 54048'27" East 242.01 feet to an iron pin; thence continuing North 26046'22" East 166.21 feet to an iron pin; thence continuing North 19022'35" East 116.96 feet to an iron pin; thence continuing North 43012'34" West 265.25 feet to an iron pin marking a point of curve; thence continuing along an arc of a curve to the left, said curve having a radius of 20.00 feet, a central angle of 102027'35", a length of 35.77 feet and a long, chord bearing South 85033'38"West 31.19 to an iron pin marking apoint of curve on the South right-of-way line of West Balata Court; thence along said South right-of-way line along W.k298l\doelDescriptions\2981-plat-des.doc - jdc y 6 a•'a •� i o� ��� 'rng 112 NdDI� Lleoorl t srea wclx (OZ xvAmf)im)'QA'IH N saN mo i/a Sia z x t9Ftav x Z9'GL9Z M ,Zf.1 N N 7 S9INU I dtdD »ice° wi�drtLws 3.4°c°.lieps ^ fir. 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Hewitt, a rriarried.man,A al' g with. egard to his sole and separate property, does hereby grant, bargain, sell, dnd c duty b1percelit' of his fifty percent (50%) tenancy -in -common interest in the hera'af ter described real property, to Grantee Spurwing Corporation, Inc., whose address is 200 Not;gt Street, Suite 206„ rise, Idaho 83702, which real property is located in Ada County, State of Idaho, and more particularly described in Exhibit "A', attached hereto and incorporated herein by reference.:LS200011 i 1 TO HAVE AND TO HOLD the premises, with their appurtenances unto the Grantee, and its heirs and assigns forever. The said Grantor does hereby covenant to and with the Grantee, that Grantor is the owner in fee simple of the premises; that the premises are free from all encumbrances, EXCEPT those to which this conveyance is expressly made subject to those made, suffered or done by the Grantee; and subject to reservations, restrictions, dedications, easements, rights of way and agreements, (if any) of record, and general taxes and assessments, irrigation and utility assessments, (if any) for the current year, which are not yet due and payable, and that Grantor will warrant and defend the same from all lawfW claims whatsoever. DATED this 4V!lay of - , 1994. GRANTOR: ���JOHN W. HEWITT STATE OF IDAHO ) )Ss. COUNTY OF ADA) Can this � day of ZA" .1994, before me, the undersigned Notary Public in and for said State, personally appeared John W. Hewitt, known or identified to me to be the person whose name is subscribed in the foregoing instrument, and acknowledged to me that he executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official ;seal, the day and year in this certificate first above written. WARRANTY DEED - I i Notary __.. Idaho Resat, o Commission Expires 1823 001472 DESCRIPTION FOR SPURWING SUBDMSION (NON -GOLF COURSE PROPERTY) A parcel of land being a portions of the West 1/2 and the SE 114 of Sections 23, TAN., R.1W.3-B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23; thence along the Westerly boundary ofthe said Section 23 North 00172040" East 40.00 feet to an iron pin on the Northerly right-of-way line of State Highway 20(F.A.P. No. F-3021(5)), also said point being the REAL POINT OF BEGINNING; thence continuing North 00°20'40" East 2594.75 feet to a brass cap marking the West 114 corner of the said Section 23; thence continuing North 001129110" East 457.75 feet to an iron pin on the Southerly right-of-way tine of the Phyllis Canal; thence along the said Southerly right-of-way line North 74058'37" East 43.09 feet to an iron pin marking a point of curve; thence continuing along a curve to the right 187,86 feet, said curve having it central angle of 50°03146'i, a radius of 215.00 feet and a long chord bearing South 79059'30" East 181.94 feet to an iron pin marking a point of tangent; thence continuing South 54057138" East 312.98 feet to an iron pin marking a point of curve; thence continuing along a curve to the lett 746.36 feet, said curve having a central angle of 541,28'31", a radius of 785.00 feet and a long chord bearing South 82°11'53" East 718.56 feet to an Iron pin marking a point of ending of curve; thence continuing North 19°26'08" West 10.00 feet to an iron pin marking a point of beginning of curve; thence continuing along a curve to the left 12.65 feet, said curve Having a central angle of 00056'06", a radius of 775.00 feet and a long chord bearing North 700OY49" East 12,65 feet to an iron pin marking a point of tangent; thence continuing North. 69037'46" East 315.41 feet to an iron pin; thence continuing North 74142'14" East 174.76 feet to an iron pin; thence continuing North 77"31'41" East 309.07 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 114,07 feet, said curve having a central ankle of 12°26155", a radius of 525.00 feet and a long chord bearing North 71018'13" East 113.84 feet to an iron pin marking a point of tangent; thence continuing North 65°04'46" East 225.50 feet to an iron pin; thence continuing 1823001473 Page 2 • North 58°3547" East 197.24 feet to -on iron pin marking a point of curve; thence continuing along a curve to the right 129.89 feet, said curve having a central angle of 15°40102", a radius of 475.00 feet and a long chord bearing North 66°25'48" Fast 129.48 feet to an iron pin marking a point of tangent; thence continuing North 740 15'48" East 73.67 feet to an iron pin on the Easterly boundary of the said West 1/2 of the said Section 23; thence along the said Easterly boundary South 00°2641" West 2053.22 feet to an iron pin; thence leaving the said Easterly boundary South 89033'19" East 33.00 feet to a brass cap; thence along a line 33.00 feet Easterly of and parallel with the said Easterly boundary of the W 1/2 of Section 23 South 00°2641" West 1280.88 feet to an iron pin on the said Northerly right-of-way line of State Highway 20, also said point'marking a point of beginning of curve; thence along the said Northerly right-of-way fine along a curve to the right 169.45 feet, said curve having a central angle of 00016'S8", a radius of 34337A8 feet and a long chord bearing North 89020101" West 169.45 feet to an iron pin marking a point of tangent; thence continuing North 89°11132" West 2491.26 feet to the POINT OF BEGINNING, said parcel of land contains 179.24 acres, more or less. AND: A parcel of land being portions of Sections 22 and 23, TAN., KIW., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23, thence along the Westerly boundary of the said Section 23 North 00020140" East 2634.75 feet to a brass cap marking the West 114 of the said Section 23; thence continuing North 00129'10" East 561.53 feet to a brass cap on the Northerly right-of-way line of the Phyllis Canal, also said point being the REAL POINT OF BEGINNING; thence along the said Northerly right-of-way line South 74°58'37" West 374,09 feet to an iron pin; thence continuing South 81°56`22" West 411.51 feet to an iron pin marking a point of curve•, thence continuing along a curve to the left 215.32 feet, said curve having a central angle of 11°35'03", a radius of 1065.00 feet and a long chord bearing South 76°000" West 214.96 feet to an iron pin marking a point of tangent, thence continuing 182; 001474 Page 3 South 70021119" West 268.76 feet to an iron pin marking a point of curve; thence continuing along a curve to the right 121.71 feet, said curve having a central angle of 16°01'49", a radius of 435.00 feet and a tong chord bearing South 78°22'14" West 121.31 feet to an iron pin marking a point of tangent; thence. continuing South 86123'09" West 350.38 feet to an iron pin; thence continuing South 89°28'06" West 195.35 feet to an iron pin; thence continuing North 86158'12" West 73.05 feet to an iron pin; thence continuing North 0004633" East 1778.52 feet to an iron pin on the Northerly boundary of the South 1/2 of the NE 114 of the NE 1/4 of said Section 22; thence along the said Northerly boundary South 89020'12" East 1955.42 feet to an iron pin marking the Northeast comer of the said South 1/2 ofthe NE 1/4 of the NE 1/4 of Section 22; thence along the said Westerly boundary of the said Section 23 South 00029'10" West 658.77 feet to a point marking the Northwest corner of the South 1/2 oftheNW 1/4 of the said Section 23; thence along the Northerly boundary of the said South 1/2 of the NW 1/4 of Section 23 South 89°31'58" East 2631.23 feet to an iron pin marking the Northeast comer of the said South 1/2 of the NW 1/4 of Section 23; thence along the Easterly boundary of the said NW 1/4 of Section 23 North 00°26'41" East 1316.57 feet to a brass cap marking the North 1/4 corner of the said Section 23; thence along the Northerly boundary of the NE 1/4 of the said Section 23 South 89°5239" East 805.00 feet to an iron pin on the Southerly original meander line of the Boise River, thence along the said Southerly original meander line South 01104156" East 484.52 feet to an iron pin; thence continuing South 17°49156" East 464.41 feet to an iron pin; thence continuing South 84034156" East 862.48 feet to an iron pin; thence continuing South 34034'56" East 331.72 feet to an iron pin; thence continuing South 78004156" East 497.58 feet to an iron pin; thence continuing South 66°04156" East 159.76 feet to an iron pin on the Easterly boundary of the said NE 114 of Section 23; thence along the said Easterly boundary of the said NE 1/4 of Section 23 South 00°30'35" West 282.23 feet to an iron pin on the extended Northerly right of way line of the said Phyllis Canal; thence along the said extended and Northerly right of way line of the Phyllis Canal South 78°36'01" West 924.35 feet to an iron pin; thence continuing South 89°42101" West 651.80 feet to an iron pin; thence continuing North 79°48'10" West 94.86 feet to an iron pin; thence continuing 1823 Q•101475 Page 4 North 66012120" West 205.06 feet to anlron pin; thence continuing North 74030'32" West 169.26 feet to an iron pin; thence continuing South 87011'36" West 186.90 feet to an iron pin; thence continuing South 73°58'51" West 133.78 feet to an iron pin, thence continuing North 87022'26" West 188.28 feet to an iron pin; thence continuing South 85°00'24" West 154.38 feet to an iron pin; thence continuing South 7411548" West 86.56 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 153.13 feet, said curve having a central angle of 15°40'02", a radius of 560.00 feet and a long chord bearing South 66025'48" West 152.65 feet to an iron pin marking a point of tangent; thence continuing South 58035'47" West 192.43 feet to an iron pin; thence continuing South 65°04'46" West 220.69 feet to an iron pin marking a point of curve; thence continuing along a curve to the right 95.60 feet, said curve having a central angle of 12°26155", a radius of 440.00 feet and a long chord bearing South 71018'13" West 95.41 feet to an iron pin marking a point of tangent; thence continuing South 77°31'41" West 311.17 feet to an iron pin; thence continuing South 74°42'14" West 180.62 feet to an iron pin; thence continuing South 6913746" West 319.18 feet to an iron pin marking a point of curve; thence continuing along a curve to the right 11.26 feet, said curve having a central angle of 00°5606", a radius of 690.00 feet and a long chord beating South 70°05'49" West 11.26 feet to an iron pin marking a point of ending of curve; thence continuing North 19026'08" West 5.00 feet to an iron pin marking a point of beginning of curve; thence continuing along a curve to the right 651.28 feet, said curve having a central angle of 54°28'31", a radius of 685.00 feet and a long chord bearing North 82°11'53" West 627.02 feet to an iron pin marking a point of tangent; thence continuing North 5405738" West 312.98 feet to an iron pin marking a point of curve, thence continuing along a curve to the left 275.23 feet, said curve having a central angle of 50°03'46", a radius of 315.00 feet and a long chord bearing North 7905930" West 266.56 feet to an iron pin marking a point oftangent; thence continuing South 74058'37" West 15.34 feet to the POINT OF BEGDTMG, said parcel of land contains 191.94 acres, more or less. 1823001476 Page 5 the above described parcels have a combined acreage of 371.23 acres, more or less, EXCEPT: PARCEL Ic (Lot 2, Block 1) A parcel of land being a portion of the SW 1/4 and theNW 1/4 of Section 23, TAN., R.1W., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23; thence along the Westerly boundary of the said SW 1/4 of Section 23 North 00020'40" East 324.83 feet to a point, said point being the REAL POINT OF BEGINNING; thence continuing North 00°20'40" East 1575.37 feet to a point; thence South 89°39'20" East 130.00 feet to a point; thence North 00°20'40" East 100.00 feet to a point; thence North 89039'20" West 130.00 feet to a point; thence North 00020'40" East 634.56 feet to a point marking the West. 1/4 corner of the said Section 23; thence along the Westerly boundary of the said NW 1/4 North 00129'10" East 269.76 feet to an point; thence leaving the said Westerly boundary South 89°30'50" East 30.00 feet to an point; thence South 00°29'10" West 269.72 feet to a point; thence South 00°20'40" West 240.08 feet to a point; thence South 55°24'15" East 230.80 feet to a point; thence South 61°15'01" East 166.51 feet to a point; thence South 69°40'38" East 164.12 feet to a point; thence South 78°04'07" East 165.12 feet to a point; thence South 86431'06" East 167.26 feet to a point; thence North 89055'37" East 146.00 feet to a point; thence South 81°40'05" East 107.13 feet to a point; thence South 68°32'20" East 110.08 feet to a point; thence South 550I3'50" East 110.08 feet to a point; thence South 41°55'20" East 110.08 feet to a point; thence South 2803650" East 110.08 feet to a point, thence South 15°18'20" East 110.08 feet to a point; thence South 05033118" East 336.96 feet to a point marking a point of beginning of curve; thence along a curve to the left 239.08 feet, said curve having a central angle of 36131'45", a radius of 1823001477 Page 6- 375.00 feet and a long chord bearing South 37038'28" West 235.05 feet to a point marking the point of ending of curve; thence North 35009'43" West 122.77 feet to a point; thence North 46°14'32" West 334.17 feet to a point; thence North 56051'30" West 485.23 feet to a point; thence North 80°58'30" West 220.10 feet to a point; thence South 03°00'40" East 291.05 feet to a point marking the point of beginning of curve; thence along a curve to the left 40.14 feet, said curve having a central angle of46°00'00", a radius of 50.00 feet and a long chord bearing South 31°1649" West 39.07 feet to a point marking a point of ending of curve; thence North 81043'11' West 68.89 feet to a point; thence South 00°48'28" West 305.94 feet to a point; thence South 19045145" East 174.02 feet to a point; thence South 20°37'12" West 531.07 feet to a point; thence South 00°48'28" West 164.90 feet to a point, thence South 75°5924" West 156.18 feet to a point of curve; thence along a curve to the right 36.43 feet, said curve having a central angle of 104121'16", a radius o£20.00 feet and a long chord bearing North 51049108" West 31.60 feet to a point of ending of curve; thence North 89039'20" West 30.00 feet to the POINT OF BEGINNING, said parcel of land contains 28.27 acres, more or less, EXCEPT: PARCEL IT(Lot 4, Block 1) A parcel of land being a portion of the SW 14 of Section 23, TAN., R.IW., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23; thence along the Westerly boundary of the said SW 114 of Section 23 North 00°20'40" East 40.00 feet to a point on the Northerly right-of-way line of State Highway 20; thence along the said Northerly right-of-way line South 89°11'32" East 69.84 feet to a point of beginning of curve, also said point being the REAL POINT OF BEGINNING; thence leaving the said Northerly right-of-way line along a curve to the right 31.25 feet, said curve having a central angle of 8903212", a radius of 20.00 feet and a long chord bearing 18ot:03001478 Page 7 North 44025126" West 28.17 feet to a point of tangent; thence North 00020'40" East 177.61 feet to a point of curve; thence along a curve to the right 26.41 feet, said curve having a central angle of 75138144", a radius of 20.00 feet and a long chord bearing North 38°10'02" East 24.53 feet to a point of tangent; thence North 75159124" East 194.94 feet to a point; thence South 85006'24" East 300.82 feet to a point; thence North 82016137" East 505.59 feet to a point; thence South 7603948" East 691.47 feet to a point; thence North 00048'28" East 789.24 feet to a point; thence North 34°43'21" West 125.66 feet to a point; thence North 4301234" West 245.54 feet to apoint ofcurve; thence along a curve to the right 33.00 feet, said curve having a central angle of 94033100", a radius of 20.00 feet and a long chord bearing North 04°03'55" East 29.38 feet to a point marking; a point of compound curve; thence continuing along a curve to the right I72.48 feet, said curve having a central angle of 30°24'28", a radius of 325.00 feet "and a long chord bearing North 66°32'45" East 170.47 feet to a point marking a point of ending of curve; thence North 81044'53" East 123.12 feet to a paint of curve, thence along a curve to the right 28.30 feet, said curve having a central angle of 81°04118", a radius of 20.00 feet and a long chord bearing South 57142'58" East 26.00 feet to a point of reverse curve; thence along a curve to left 253.03 feet, said curve having a central angle of 23°00'43", a radius of 630.00 feet and a long chord, bearing South 28°41'11" East 251.33 feet to a point of tangent; thence South 40°11'32" East 62.57 feet to a point of curve, thence along a curve to the right 30D.55' feet, said curve having a central angle of 4100010011, a radius of 420.00 feet and a long chord bearing South 19041132" East 294.17 feet to a point of tangent; thence South 00048128" West 417.11 feet to a point; thence South 02008'24" West 215.06 feet to a point; thence South 0004828" West 120.00 feet to a point of curve; thence along a curve to the right 78.54 feet, said curve having a central angle of 90100'00", a radius of 50.00 feet and a long chord bearing 1823001.479 Page 8 South 451148`28" West 70.71 feet to -a po2nt of tangent on the said Northerly right-of-way line of State Highway 20; thence along the said Northerly right-of-way line North 89°11'32" West 1926.96 feet to the POINT OF BEGINNING, said parcel of land contains 19.70 acres, more or less, EXCEPT: PARCEL M (Lot 78, Block 1) A parcel of land being a portion of the South 1/2 of Section 23, TAN., R. M, B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the South 114 comer of the said Section 23; thence along the Easterly boundary of the SW 1/4 of the said Section 23 North 00°26'41" East 40.27 feet to a point marking a point of beginning of curve on the Northerly right-of-way line of State Highway 20, also said point being the REAL POINT OF. BEGINNING; thence along the said Northerly right-of-way line along a curve to the left 33.00 feet, said curve having a central angle of 001103118" a radius of 34337.48 feet and a long chord bearing South 89126'51" East 33.00 feet to a point of ending of curve; thence leaving the said Northerly right-of-way line North 00°2641" East 1280,88 feet to a brass cap; thence North 89033'19" West 33.00 feet to an iron pin; thence North 00°2641" East 782.86 feet to an iron pin; thence South 67042'31" West 86.51 feet to a point marking a point of beginning of curve; thence along a curve to the right 311.59 feet, said curve having a central angle of 23°0210811, a radius of 775.00 feet and a long chord bearing South 11°04'23" East 309.49 to a point of tangent; thence South 0002641" West 415.03 feet to a point of curve; thence along a curve to the right 591 A2 feet, said curve having a central angle of 90°21'47", a radius of 375.00 feet and along chord bearing South 45°37'34" West 532.01 feet to a point of tangent; thence North 89111'32" West 95.03 feet to a point of curve; thence along a curve to the left 53.20 feet, said curve having a central angle of 101°36'18", a radius of 30.00 feet and along chord bearing South 40°00'19" West 46.50 feet to a point ofreverse curve, thence along a curve to the right 97.22 feet, said curve having a central angle of 11°3618", a radius of 480.00 feet and a Lang chord bearing Ir 1823001480 Page 9 South 04°5941" East 97.06 feet t" point of tangent; thence South 000028" West 417.11 feet to a point, thence South 00°31128" East 215.06 feet to a point, thence South 00°4878" West 120.00 feet to a point of curve; thence along a curve to the left 78.54 a feet, said curve having a central angle of 90°0V00", a radius of 50.00 feet and a long chord bearing South 44°1132" East 70.71 feet to a point of tangent on the said Northerly right-of-way line of State Highway 20; thence along the said Northerly right -of way line South 89111'32" East 324.46 feet to a point of curve; thence along.a curve to the left 136.45 feet, said curve having a central angle of 00°13'40", a radius of 34337.48 feet and long chord bearing South 89018122" East 136.45 feet to the POINT OF BEGINNING, said parcel of land contains 13.27 acres more or less, EXCEPT: PARCEL IV (Lot 53, Block 1) A parcel ofland being a portion ofthe SW 114 and the NW 114 of Section 23, TAN., IL IW.,. B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marling the Southwest comer of the said Section 23; thence along the Southerly boundary of the said Section 23 South 89011132" East 2627.62 feet to a brass cap marking the South 114 comer of the said Section 23; thence North 20°35'26" West 1100.58 feet to a point, also said point being the REAL POINT OF' BEGINNING; thence North 89011132" West 131.03 feet to a point of curve; thence along a curve to the right 34.22 feet, said curve having a central angle of 65°21'5 i", a radius of 30.00 feet and a long chord bearing North 56030'37" West 32.40 feet to a point of reverse curve; thence along a curve to the left 137.09 feet, said curve having a central angle of 16°21'51 ", a radius of 480.00 feet and a long chord bearing North 32000'37" West 136.63 feet to a point of tangent; thence North 40°11/32" West 62.57 feet to a point of curve; thence along a curve to the tight 348.19 feet, said curve having a central angle of 35°00'00", a radius of 570.00 feet and a long chard bearing North 22041132" West 342.80 feet to a point of tangent; thence North 11°24'51" West 46.13 feet to a point; thence North 84°482811 East 271.85 feet to a point, thence Page 10 North 05°11'32" West 162.61 feeLto a,point; thence North 10°59'45" West 185.94 feet to a point; thence North 20043'08" West 185.94 feet to a point; thence North 30°2631" West 185.94 feet to a point; thence North 40009154" West 185.94 feet to a point; thence North 49153'17" West 185.94 feet to a point; thence North 59°57'21" West 199.09 feet to a point; thence North 39002'27" West 290.45 feet to a point on the Southerly right-of-way line of the Phyllis Canal; thence along the said Southerly right-of-way line North 69037146" East 92.95 feet to a point; thence leaving the said Southerly right-of-way fine. South 51056152" East 91.51 feet to a point; thence South 57016'23" East 66.76 feet to a point; thence South 36°46'36" East 70.27 feet to a point; thence North 88103'13" East 37.72 feet to a point; thence South 65029'04" East 32.65 feet to a point; thence South 38054'13" East 56.82 feet to a point; thence South 23008'15" East 40.00 feet to a point marking the point ofbeginning of curve; thence along a curve to the right 19.05 feet, said curve having a, central angle of 02016'25", a radius 480,00 feet and a long chord bearing North 67059158" East 19.05 feet to a point of compound curve; thence along a curve to the right 33.16 feet, said curve having a central of 94°5911911, a radius of 20,00 feet and a long chord bearing South 6302210" East 29.49 feet to a point of tangent; thence South 15°52'31" East 3.26 feet to a point; thence North 74°07'29" East 40.00 feet to a point; thence North 15052'3 l" West 3.26 feet to a point of curve; thence along a curve to the right 33.16 feet, said curve having a central angle of 941159119", a radius of 20.00 feet and a long chord bearing North 31°37'08" East 29.49 feet to a point of compound curve; thence along a curve to the right 68.09 feet, said curve having a central angle of 08°073811, a radius of 480.00 feet and a long chord bearing North 830 10'37" East 68.03 feet to a point of tangent; thence North 87°14'26" East 13,55 feet to a point; thence South 16001140" East 223.99 feet to a point; thence South 25°411$8" East 181.00 feet to a point; thence South 39047'32" East 180.43 feet to a point; thence South 34039'48" East 153.54 feet to a point; thence 18Z�001482 Page 11 South 33142'23" East 105.62 feet to a point; thence South 19020107" East 107.02 feet to a point; thence South 04°45'45" East 110.67 feet to a point; thence South 00048128" West 291.00 feet to a point; thence South 89°11'32" East 301.94 feet to a point; thence South 00°26'41" West 104.21 feet to a point of curve, thence along a curve to the right 512.57 feet, said curve having a central angle of 90°21147", a radius of 325.00 feet and a long chord bearing South 4503734" West 461.07 feet to the POINT OF BEGTNMG, said parcel of land contains 12.26 acres, more or less, EXCEPT: PARCEL'V' (Lot 1, Block 2)(REVISED: 8/30/94) A parcel of land being a portion of the NE 1/4 of Section 22 and a portions of the NW 1/4 and the NE 1/4 of Section 23, T.4N., R.M., H.M., Ada County, Idaho and more particularly, described as follows: Commencing at a brass cap marking the East 1/4 corner of the said Section 22; thence along the Easterly boundary of the said NE 1/4 of Section 22 North 00°29110" East 561.53 feet to a point on the Northerly light -of -way line of the Phyllis Canal, also said point being the ML POINT OF BEGRGMG; thence along the said Northerly right-of-way line South 741158`37" West 374.09 feet to a point, thence continuing South 81°56`22" West 411.51 feet to a point of curve, thence along a curve to the left 215.32 feet, said curve having a central angle of 11°35'03", a radius of 1065.00 feet and a long chord bearing South 76°081501' West 214.96 feet to a point of tangent; thence continuing South 70021'19" West 268.76 feet to a point of curve; thence along a curve to the right 121.71 feet, said curve having a central angle of 16001'49", a radius of 435.00 feet and a long chord bearing South 78022'14" West 121.31 feet to a point of tangent; thence continuing South 86123'09" West 350.38 feet to a point; thence continuing South 89128'06" West 195.35 feet to a point; thence continuing North 86158'12" West 73.05 feet to a point; thence leaving the said Northerly right-of-way line of the Phyllis Canal 1823001483 Page 12 North 0004633" East 1778.52 feet to•a point; thence South 89"20'12" East 1955.42 feet to a point on the said Easterly boundary of the said NE 1/4 of Section 22; thence along the said Easterly boundary of the said NE 1/4 of Section 22 South 00029112" West 658.77 feet to a point marking the Northwest corner of the South 1/2 of said NW 1/4 of Section 23; thence along the Northerly boundary of the said South 1/2 of the NW' 1/4 of Section 23 South 89°31'58" East 2631.23 feet to a point marking the Northeast corner of the said South 1/2 of the NW 114 of Section 23; thence along the Easterly boundary of the said NW 1/4 North 0002641" East 350.91 feet to a point; thence South 89°33119" East 200.00 feet to a point, thence South 00°26'41" West 300.00 feet to a point; thence South 89°33'19" East 72.98 feet to a point; thence South 00°2641" West 549.61 feet to a point on the said Northerly right-of-way line of the Phyllis Canal; thence along the said Northerly right-of-way line of the Phyllis Canal North 8712276" West 130.70 feet to a point; thence continuing South 85°00'24" West 154.38 feet to a point; thence continuing South 74°1548" West 86.56 feet to a point of curve; thence along a curve to the left 153.13,• feet, said curve having a central angle of 15040'02", a radius of 560.00 feet and a long chord bearing South 66°2548" West 152.65 feet to a point of tangent; thence continuing South 58°35'47" West 192.43 feet to a point; thence continuing South 65004'46" West 220.69 feet to a point of curve; thence along a curve to the right 95.60 feet, said curve having a central angle of 121126'5511, a radius of 440.00 feet and a long chord bearing South 71118'13" West 95.41 feet to a point oftangent; thence continuing South 77°31'41" West 311.17 feet to a point; thence continuing South 74142'14" West 180.62 feet to a point; thence continuing South 6913746" West 319.18 feet to a point of curve; thence along a curve to the right 11.26 feet, said curve having a central angle of 0015610611, a radius of 690.00 feet and a long chord bearing South 70°05'49" West 11.26 feet to a point marking a point of ending of curve; thence continuing North 19112608" West 5.00 feet to a point marking a point of beginning of curve; thence along a curve to the right 651.28 feet, said curve having a central angle of 54°28'31", a radius of 685.00 feet and a long chord bearing North 821111'53" West 627.02 feet to a point of tangent; thence continuing North 54°57'38" West 312.98 feet to a point of curve; thence along a curve to the left 275.23 1.823041484 Page 13 feet, said curve having a central angle of 5010314611, a radius of 315.00 feet and along chord bearing North 79059'30" West 266.56 feet to apoint of tangent; thence continuing South 74°58'37" West 15.34 feet to the POINT OF BEGINNING, said parcel of land contains 130.87 acres, more or less, (The total acreage for the parcel described above is 166.86 acres, more or less.) 4347 a V41� �o OF T9b Q• `p'1t�1`� D E E D wViJ« .:i FOR VALUE RECEIVED, Nancy L. Hewitt, the Grantor, does her&by�grAt� sb ain��e and convey unto Spurwing Limited Partnership, the Grantee, whose adat�e�I"l x04 6Ml1—4 Street, Suite 205, Boise, Idaho 83702, all of Grantor's right, title and Intprc�st iin the real propgrt- located in Ada County, State of Idaho, and more particularly described in; Exhibit. "A".,.attachddT OF hereto and incorporated herein by reference. 1823001415 DA'Z'ED thiarday of 1994. GRANTOR; STATE OF IDAHO ) NANCY VREWITT )ss. COUNTY OF ADA ) On this `� day ofzLeeF�-f 1994, before me, the undersigned Notary Public in and for said State, personally appeared Nancy L. Hewitt, known or identified to me to be the person whose name is subscribed in the foregoing instrument, and acknowledged to me that she executed the same. IN WITNESS 'WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year in this certificate first above written. .� tw Notary o�,Tdalo4+Re � .' Commission Expires ISz" 00144.6 DESCRIPTION FOR SPURWING SUBDIVISION (NON -GOLF COURSE PROPERTY) A parcel of land being a portions of the West 1/2 and the SE 1/4 of Sections 23, TAR, R.1'Vti., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23; thence along the Westerly boundary of the said Section 23 North 00°20'40" East 40.00 feet to an iron pin on the Northerly right-of-way line of State Highway 20(F.A.P. No. F-3 021 (5)), also said point being the ILEAL POINT OF BEGINNING; thence continuing North 00020`401 East 2594.75 feet to a brass cap marking the West 1/4 corner of the said Section 23; thence continuing North 00029110" East 457.75 feet to an iron pin on the Southerly right -of --way line of the Phyllis Canal; thence along the said Southerly right-of-way line North 74°58'37" East 43.09 feet to an iron pin marking a point of curve; thence continuing along a curve to the right 187.86 feet, said curve having a central angle of 50003'46", a radius of 215.00 feet and a long chord bearing South 79°59'30" East 181.94 feet to an iron pin marking a point of tangent; thence continuing South 54°5738" East 312.98 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 746.36 feet, said curve having a central angle of 54°28`31", a radius of 785.00 feet and a long chord bearing South 82°11153" East 718.56 feet to an iron pin marking a point of ending of curve; thence continuing North 1902608" West 10.00 feet to an iron pin marking a point of beginning of curve; thence continuing along a curve to the left I2.65 feet, said curve having a central angle of 00°56'06"3, a radius of 775.00 feet and a long chord bearing North 70°05`49" East 12.65 feet to an iron pin marking a point of tangent; thence continuing North 69037'46" East 315.41 feet to an iron pin; thence continuing North 74°42'14" East 174.76 feet to an iron pin; thence continuing North 7703141" East 309.07 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 114.07 feet, said curve having a central angle of 12"2655", a radius of 525.00 feet and a long chord bearing North 7I018'I3" East 113.84 feet to an iron pin marking a point of tangent; thence continuing North 65004'46" East 225.50 feet to an iron pin; thence continuing ISZ8001417 Page 2 North 58035'47" East 197.24 feet to -on iron pin marking a point of curve; thence continuing along a curve to the right 129.89 feet, said curve having a central angle of 15°40102", a radius of 475.00 feet and a long chord bearing North 66025'48" Last 129.48 feet to an iron pin marking a point of tangent; thence continuing North 74015148" East 73.67 feet to an iron pin on the Easterly boundary of the said West 1/2 of the said Section 23; thence along the said Easterly boundary South 00°26'41" Wast 2053,22 feet to an iron pin; thence leaving the said Easterly boundary South 89°33'19" East 33.00 feet to a brass cap; thence along a line 33.00 feet Easterly of and parallel with the said Easterly boundary of the W 1/2 of Section 23 South 00°2641" West 1280.88 feet to an iron pin on the sold Northerly tigbt-ofway line of State Highway 20, also said point'marking a point of beginning of curve; thence along the said Northerly right-of-way line along a curve to the right 169.45 feet, said curve having a central angle of 0001&58", a radius of 34337AS feet and a long chord bearing North 89°20'01" West 169.45 feet to an iron pin marking a point of tangent; thence continuing North 89°11132" West 2491.26 feet to the POINT OF BEGINNING, said parcel of land contains 179.24 acres, more or less. AND: A parcel ofland being portions of Sections 22 and 23, TAX, MW., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23, thence along the Westerly boundary of the said Section 23 North 00020140" East 2634.75 feet to a brass cap marling the West 1/4 of the said Section 23; thence continuing North 00029110" East 561.53 feet to a brass cap on the Northerly right -of way line of the Phyllis Canal, also said point being the REAL POINT OF I IEGINNiNG; thence along the said Northerly right-of-way line South 74058'37" West 374.09 feet to an iron pin; thence continuing South 81°5622" West 411.51 feet to an iron pin marking a point of curve, thence continuing along a curve to the leis 215.32 feet, said curve having a central angle of 11°35'03", a radius of 1065.00 feet and a long chord bearing South 76008'50" West 214.96 feet to an iron pin marking a point of tangent; thence continuing 1823001418 Page 3 South 70°21'19" West 268.76 feet to an irgn pin marking a point of curve; thence continuing along a curve to the right 121.71 feet, said curve having a central angle of 16°01'49", a radius of 435.00 feet and a long chord bearing South 78°22'14" gest 121.31 feet to an iron pin marking a point of tangent, thence. continuing South 86023'09" West 350.38 feet to an iron pin; thence continuing South 89°28106" West 195.35 feet to an iron pin; thence continuing North 861158112" West 73.05 feet to an iron pin; thence continuing North 0004633" East 1778.52 feet to an iron pin on the Northerly boundary ofthe South 1/2 .. ofthe NE 114 of the NE 1/4 of said Section 22; thence along the said Northerly boundary South 89°20'12" East 1955.42 feet to an iron pin marking the Northeast corner ofthe said South 1/2 ofthe NE 1/4 of the NE 114 of Section 22, thence along the said Westerly boundary of the said Section 23 South 00129110" West 6558.77 feet to a point marking the Northwest corner of the South 1/2 ofthe NW 1/4 ofthe said Section 23; thence along the Northerly boundary of the said South 1/2 of the NW 1/4 of Section 23 South 89°3158" East 2631.23 feet to an iron pin marking the Northeast corner ofthe said South 112 of the NW 1/4 of Section 23; thence along the Easterly boundary of the said NW 1/4 of Section 23 North 0002641" East 1316.57 feet to a brass cap marking the North 1/4 corner of the said Section 23; thence along the Northerly boundary of the NE 1/4 ofthe said Section 23 South 89052'39" East 805.00 feet to an iron pin on the Southerly original meander line of the Boise River, thence along the said Southerly original meander line South 01004156" East 484.52 feet to an iron pin; thence continuing South 17049'56" East 464.41 feet to an iron pin; thence continuing South 84034'56" East 862.48 feet to an iron pin; thence continuing South 34034'56" East 331.72 feet to an iron pin; thence continuing South 78004156" East 497.58 feet to an iron pin; thence continuing South 66004156" East 159.76 feet to an iron pin on the Easterly boundary of the said NE 1/4 of Section 23; thence along the said Easterly boundary of the said NE 114 of Section 23 South 0013035" West 282,23 feet to an iron pin on the extended Northerly right ofway line ofthe said Phyllis Canal; thence along the said extended and Northerly right ofway One ofthe Phyllis Canal South 78036'01" West 924.35 feet to an iron piir, thence continuing South 89°42`01° West 651.80 feet to an iron pin; thence continuing North 7904$'10" West 94.86 feet to an iron pin; thence continuing x.$23001419 Page 4 North 66°12'20" West 205.06 feet tp an iron pin; thence continuing North 74°30'32" West 169.26 feet to an iron pin; thence continuing South 87°11136" West 186.90 feet to an iron pin; thence continuing South 73058'51" West 133.78 feet to an iron pin; thence continuing North 87°22'26" West 188.28 feet to an iron pin; thence continuing South. 85040°24" West 154.38 feet to an iron pin; thence continuing South 7411548" West 86.56 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 153.13 feet, said curve having a central angle of 15140'02", a radius of 560.00 feet and a long chord bearing South 66025148" West 152.65 feet to an iron pin marking a point of tangent; thence continuing South 58°35`47" West 192.43 feet to an iron pin; thence continuing South 6510446" West 220.69 feet to an iron pin marking a point of curve; thence continuing along a curve to the right 95.60 feet, said curve having a central angle of 12°2055", a radius of 440.00 feet and a long chord bearing South 71°18'13" West 95.41 feet to an iron pin marking a point of tangent; thence continuing South 77°31'41" West 311.17 feet to an iron pin; thence continuing South 74°42'14" West 180.62 feet to an iron pin; thence continuing South 6913T46" West 319.18 feet to an iron pin marking a point of curve, thence continuing along a curve to the right 11.26 feet, said curve having a central angle of 0095606", a radius of 690.00 feet and a long chord bearing South 70°05`49" West 11.26 feet to an iron pin marking a point of ending of curve; thence continuing North 1902608" West 5.00 feet to an iron pin marking a point of beginning of curve; thence continuing along a curve to the right 651.28 feet, said curve having a central angle of 54°28'31", a radius of 685.00 feet and a long chord bearing North 82011153" West 627.02 feet to an iron pin marking a point of tangent; thence continuing North 5405738" West 312.98 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 275.23 feet, said curve having a central angle of 50°03'46", a radius of 315.00 feet and a long chord bearing North 79°59130" West 266.56 feet to an iron pin marking a point oftangent; thence continuing South 74°58'37" West 15.34 feet to the POINT OF BEGINNING, said parcel of land contains 191.94 acres, more or less. 1820001490 Page 5 the above described parcels have a combined acreage of 371.23 acres, more or less, 'EXCEPT: PARCEL I (Lot 2, Block 1) A parcel ofland being a portion of the SW 1/4 and theNW 1/4 of Section 23, TAN, K 1W., B,M., Ada County, Idaho and more particularly described as follows; Commencing at a brass cap marking the Southwest corner of the said Section 23; thence along the Westerly boundary of the said SW 1/4 of Section 23 North 0002940" East 32.4.83 feet to a point, said point being the REAL POINT OF BEGINNING; thence continuing North 00120'40" East 1575.37 feet to a point; thence South 89039'20" East 130.00 feet to a point; thence North 0002040" East 100.00 feet to a point; thence North 89°39120" West 130.00 feet to a point; thence North 00020'40" East 634.56 feet to a point marking the West. 1/4 corner of the said Section 23; thence along the Westerly boundary of the said NW 1/4 North 00029'10" East 269.76 feet to an point; thence leaving the said Westerly boundary South 89°30'50" East 30.00 feet to an point; thence South 00°29'10" West 269.72 feet to a point, thence South 00°20'40" West 240.08 feet to a point; thence South 55°24'15" East 230.80 feet to a point; thence South 61°15'01" East 166.51 feet to a point; thence South 69140'38" East 164.12 feet to a point; thence South 78°04'07" East 165.12 feet to a point; thence South 86°31'06" East 167.26 feet to a point; thence North 89°55137" East 146.00 feet to a point; thence South 81040'05" East 107.13 feet to a point; thence South 68032120" East 110.08 feet to a point; thence South 55* 13'50" East 110.08 feet to a point; thence South 41°55'20" East 110.08 feet to a point; thence South 28°36'50" East 110.08 feet to a point; thence South I5°18'20" East 110.08 feet to a point; thence South 05°33'18" East 336.96 feet to a point marking a point of beginning of curve, thence along a curve to the left 239.08 feet, said curve having a central angle of 36°31'45", a radius of 1SZ3001421 Page 6• 375.00 feet and a long chord bearing — „ South 37138128" West 235.05 feet to a point marking the point of ending of curve; thence North 35°09'43" West 122.77 feet to a point; thence North 46014132" West 334.17 feet to a point; thence North 56°51'30" West 485.23 feet to a point; thence North 80°58'30" West 220.10 feet to a point; thence South 03000140" East 291.05 feet to a point marking the point of beginning of curve; thence along a curve to the left 40.14 feet, said curve having a central angle of 46°00'00", a radius of 50.00 feet and a long chord bearing South 3111649" West 39.07 feet to a point marking a point of ending of curve; thence North 81043'11' West 68.89 feet to a point; thence South 00048'28" West 305.94 feet to a point; thence South 19°45145" East 174.02 feet to a point; thence South 20°37'12" West 531.07 feet to a point; thence South 00048128" West 164.90 feet to a point; thence South 75°5914" West 156.18 feet to a point ofcurve; thence along a curve to the right 36.43 feet, said curve having a central angle of 104°21'16", a radius of20.00 feet and a long chord bearing North 51049'08" West 31.60 feet to a point of ending of curve, thence North 89039120" West 30.00 feet to the POINT OF BEGINNING, said parcel of land contains 28.27 acres, more or less, EXCEPT: PARCEL IT(Lot 4, Block 1) A parcel of land being a portion of the SW 1/4 of Section 23, TAN, RAW., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23; thence along the Westerly boundary of the said SW 1/4 of Section 23 North 00020'40" East 40.00 feet to a point on the Northerly right-of-way line of State Highway 20; thence along the said Northerly right-of-way line South 8901132u East 69.84 feet to a point of beginning of curve, also said point being the REAL POINT OF BEGMNING; thence leaving the said Northerly right-of-way line along a curve to the right 31.25 feet, said curve having a central angle of 8913212", a radius of20.00 feet and a long chord bearing 1923001422 Page? North 44025'26" West 28.17 feet to a point of tangent; thence North 00'20'40" East 177.61 feet to a point of curve; thence along a curve to the right 26.41 feet, said curve having a central angle of75*38'44", a radius of 20.00 feet and a long chord bearing North 38010102" East 24.53 feet to a point of tangent; thence North 75059'24" East 194.94 feet to a point; thence South 85°0674" East 300.82 feet to a point; thence North 82"I6'37" East 505.59 feet to a point; thence South 76°39'48" East 691A7 feet to a point; thence North 00°48128" East 789.24 feet to a point; thence North 34°43`21" West 125.66 feet to a point; thence North 4301214" West 245.54 feet to a point of curve, thence along a curve to the right 33.00 feet, said curve having a central angle of 94033100", a radius of 20.00 feet and a long chord bearing North 04°03'55" East 29.38 feet to a point marking a point of compound curve; thence continuing along a curve to the right 172.48 feet, said curve having a central angle of 30124128", a radius of 325.00 feetand a long chord bearing North 66032145" East 170.47 feet to a point marking a point of ending of curve; thence North 81044'53" East 123.12 feet to a point of curve; thence along a curve to the right 28.30 feet, said curve having a central angle of 81104118", a radius of 20.00 feet and a long chord bearing South 57°42'58" East 26.00 feet to a point of reverse curve; thence along a curve to left 253.03 feet, said curve having a central angle of 23°00'43", a radius of 630.00 feet and a long chord bearing South 28°41'11" East 251.33 feet to a point of tangent; thence South 40°11'32" East 62.57 feet to a point of curve, thence along a curve to the right 300.55 feet, said curve having a central angle of 41°00'00", a radius of 420.00 feet and a long chord bearing South 19°41'32" East 294.17 feet to a point of tangent; thence South 00°48'28" West 417.11 feet to a point; thence South 02°08'24" West 215.06 feet to a point; thence South 00°48128" West 120.00 feet to a point of curve; thence along a curve to the right 78.54 feet, said curve having a central angle of 90000'00", a radius of 50.00 feet and a long chord bearing 1823001423 Page 8 South 4504828" West 70.71 feet t" point of tangent on the said Northerly right-of-way line of State Highway 20; thence along the said Northerly right-of-way line North 89111'32" West 1926.96 feet to the MINT OF BEGINNING, said parcel of land contains 19.70 acres, more or less, EXCEPT: PARCEL M (Lot 78, Block 1) A parcel of land being a portion of the South 1/2 of Section 23, TAN., R.1W., B.M., Ada County, Idaho and more particularly described as follows; Commencing at a brass cap marking the South 114 corner of the said Section 23; thence along the Easterly boundary of the SW 1/4 of the said Section 23 North 0002641" East 40.27 feet to a point marking a point of beginning of curve on the Northerly right-of-way line of State Highway 20, also said point being the REAL POINT OF BEGINNING; thence along the said Northerly right-of-way line along a curve to the left 33.00 feet, said curve having a central angle of 00003'I8", a radius of34337.48 feet and a long chord bearing South 89126'51" East 33.00 feet to a point of ending of curve; thence leaving the said Northerly right -of --way line North 00°26'41" East 1280.88 feet to a brass cap; thence North 89033119" West 33.00 feet to an iron pin; thence North 0002641" East 782.86 feet to an iron pin; thence South 67°42'31" West 86.51 feet to a point marking a point of beginning of curve; thence along a curve to the right 311.59 feet, said curve having a central angle of 23°02'08", a radius of 775.00 feet and •a long chord bearing South 11°0423" East 309.49 to a point of tangent; thence South 00026'41" West 415.03 feet to a point of curve, thence along a curve to the right 591.42 feet, said curve having a central angle of 9V21'47", a radius of 375.00 feet and along chord bearing South 45037'34" West 532.01 feet to a point of tangent; thence North 89011132" West 95.03 feet to a point of curve; thence along a curve to the Deft 53.20 feet, said curve having a central angle of 10113618", a radius of 30.00 feet and along chord bearing South 40°00'I9" West 46.50 feet to a point o£reverse curve, thence along a curve to the right 97.22 feet, said curve having a central angle of 11036'18", a radius of 480,00 feet and a long chord bearing 1823001424 Page 9 South 04°59'41" East 97.06 feet to.a pc int of tangent; thence South 0004828" West 417. 11 feet to a point; thence South 0003128" East 215.06 feet to a point, thence South 0004878" West 120.00 feet to a point of curve; thence along a curve to the left 78.54 feet, said curve having a central angle of 90°00'00", a radius of $0.00 feet and a tong chord bearing South 4401192" East 70.71 feet to a point of tangent on the said Northerly right-of-way line of State Highway 20; thence along the said Northerly right-of-way line South 89°I 1*32" East 324A6 feet to a point of curve, thence along a curve to the left 136.45 feet, said curve having a central angle of 00113`40", a radius of 34337A8 feet and long chord bearing South 89°18'22" East 136.45 feet to the POINT OF BEGINNING, said parcel of land contains 13.27 acres more or less, EXCEPT: 'PARCEL TV (Lot 53, Block I) A parcel of land being a portion of the SW 1/4 and the NW 1/4 of Section 23, TAN., R1W., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest comer of the said Section 23; thence along the Southerly boundary of the said Section 23 South 89111112" East 2627.62 feet to a brass cap marking the South 1/4 corner of the said Section 23; thence North 20°3526" West 1100.58 feet to a point, also said point being the REAL POINT OF BEGINNING; thence North 89011'32" West 131.03 feet to a point of curve, thence along a curve to the right 34.22 feet, said carve having a central angle of 65°21'51 ", a radius of 30.00 feet and a long chord bearing North 5603057" West 32.40 feet to a point ofreverse curve; thence along a curve to the left 137.09 feet, said carve having a central angle of 1&2151", a radius of 480.00 feet and a long chord bearing North 32°00'37" West 136.63 feet to a point of tangent; thence North 4001112" West 62.57 feet to a point of curve; thence along a curve to the right 348.19 feet, said curve having a central angle of 35°00'00", a radius of 570.00 feet and a long chord bearing North 2204112" West 342.80 feet to a point of tangent; thence North 11°24'51" West 46.13 feet to a point; thence North 84148'28" East 271.85 feet to a point; thence 1823001425 Page 10 North 05"11132" West 162.61 feet to &.point; thence North 10059145" West 185.94 feet to a point; thence North 20043108" West 185.94 feet to a point; thence North 30°26'31" West 185.94 feet to a point; thence North 40009'54" West 185.94 feet to a point; thence North 49053'17' West 185.94 feet to a point; thence North 59115721" West 199.09 feet to a point; thence North 3900277" West 290.45 feet to a point on the Southerly right-of-way line of the Phyllis Canal; thence along the said Southerly right-of-way line North 69°37'46" East 92.95 feet to a point; thence leaving the said Southerly right -of way line. South 5105652" East 91.51 feet to a point; thence South 57°16'23" East 66.76 feet to a point; thence South 36046'36" East 70.27 feet to a point; thence North 88003'13" East 37.72 feet to a point; thence South 65°29'04" East 32.65 feet to a point; thence South 38154'13" East 56.82 feet to a point; thence South 23°08'15" East 40.00 feet to a point marking the point of beginning of curve; thence along a curve to the right 19.05 feet, said curve having a central angle of 02'16'25", a radius 480.00 feet and a long chord bearing North 67059'58" East 19.05 feet to a point of compound curve; thence along a curve to the right 33.16 feet, said curve having a central of 94°59'19", a radius of 20.00 feet and a long chord bearing South 63'22110" East 29.49 feet to a point of tangent; thence South 150ST314 East 3.26 feet to a point; thence North 74°07'29" East 40.00 feet to a point; thence North 15°52'31" West 3.26 feet to a point of curve; thence along a curve to the right 33.16 feet, said curve having a central angle of 94159'19", a radius of 20.00 feet and a long chord bearing North 31°37'08" East 29.49 feet to a point of compound curve; thence along a curve to the right 68.09 feet, said curve having a central angle of 0810738", a radius of 480.00 feet and a long chord bearing North 83°10'37" East 68.03 feet to a point of tangent; thence North 87°14'26" East 13.55 feet to a point; thence South 16001'40" East 223.99 feet to a point; thence South 25°4158" East 181.00 feet to a point; thence South 39°47'32" East 180.43 feet to a point; thence South 34°39148" East 153.54 feet to a point, thence 1.820"00.426 Page II South 33°4223" East 105.62 feet to a point; thence South 19°20107" East 107.02 feet to a point; thence South 04°45145" East 110.67 feet to a point; thence South 00°4828" West 291.00 feet to a point; thence 'South 89°11'32" East 301.94 feet to a point; thence South 00°26'41" West 104.21 feet to a point of curve; thence along a curve to the right 512.57 feet, said curve having a central angle of 90121147', a radius of 325.00 feet and a long chord bearing South 45°37`34" West 461.07 feet to the POINT OF BEGMNING, said parcel of land contains 12.26 acres, more or less, EXCEPT: PARCEL V (Lot 1, Block 2)(REVTSED: 8/30194) A parcel of land being a portion of the NF. 1/4 of Section 22 and a portions of the NW 1/4 and the NE 1/4 of Section 23, TAN., R.IW., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the East 1/4 comer of the said Section 22; thence along the Easterly boundary of the said NE 114 of Section 22 North 00°29110" East 561.53 feet to a point on the Northerly right-of-way line of the Phyllis Canal, also said point being the REAL POINT OF BEGINNING, thence along the said Northerly right-of-way line South 74058137" West 374.09 feet to a point; thence continuing South 81°56'22" West 411.51 feet to a point of curve, thence along a curve to the left 215.32 feet, said curve having a central angle of 11035'03", a radius of 1065.00 feet and a long chord bearing South 76°08'50" West 214.96 feet to a point of tangent; thence continuing South 701121119" West 268.76 feet to a point of curve; thence along a curve to the right 121.71 feet, said curve having a central angle of 16001149", a radius of 435.00 feet and a long chord bearing South 78022114" West 121.31 feet to a point oftangent; thence continuing South 86°23'09" West 350.38 feet to a point; thence continuing South 89028'06" West 195.35 feet to a point; thence continuing North 8605$'12" West 73.05 feet to a point; thence leaving the said Northerly right-of-way line of the Phyllis Canal 1.523001427 Page 12 North 00°4633" East 1778.52 feet to a point; thence South 89020'12" East 1955.42 feet to'a point on the said Easterly boundary of the said NE 1/4 of Section 22; thence along the said Easterly boundary of the said NE 1/4 of Section 22 South 00°29'12" West 658.77 feet to a point marking the Northwest comer ofthe South 1/2 ofsaid NW U4 of Section 23; thence along the Northerly boundary of the said South 1/2 of the NW 114 of Section 23 South 89°31'58" East 2631.23 feet to a point marking the Northeast corner of the said South 1/2 of the NW 1/4 of Section 23; thence along the Easterly boundary of the said NW 1/4 North 00°26`41" East 350.91 feet to a point; thence South 89°33'19" East 200.00 feet to a point; thence South 00°26'41" West 300.00 feet to a point; thence South 89033'19" East 72.98 feet to a point; thence South 00°26'41" West 549.61 feet to a point on the said Northerly right-of-way line of the Phyllis Canal; thence along the said Northerly right-of-way line of the Phyllis Canal North 8702226" West 130.70 feet to a point, thence continuing South 85100'24" West 154.38 feet to a point; thence continuing South 74015'48" West 86.56 feet to a point of curve, thence along a curve to the left 153.13„ fest, said curve having a central angle of 15040'02", a radius of 560.00 feet and a long chord bearing South 66°2548" West 152.65 feet to a point of tangent; thence continuing South 58035'47" West 192.43 feet to a point; thence continuing South 65104'46" West 220.69 feet to a point of curve; thence along a curve to the right 95.60 feet, said curve having a central angle of 12026`55", a radius of 440.00 feet and a long chord bearing South 71018113" West 95.41 feet to a point of tangent; thence continuing South 77°31'41" West 311.17 feet to a point; thence continuing South 74042114" West 180.62 feet to a point; thence continuing South 6913746" West 319.18 feet to a point of curve; thence along a curve to the right 11.26 feet, said curve having a central angle of 00056106", a radius of 690.00 feet and a long chord bearing South 70°05'49" West 11.26 feet to a point marking a point of ending of curve, thence continuing North 1902608" West 5.00 feet to a point marking a point of beginning ofcurve, thence along a curve to the right 651.28 feet, said curve having a central angle of 54°28'31 ", a radius of 685.00 feet and a long chord bearing North 82011'53" West 627.02 feet to a point of tangent; thence continuing North 54°57'38" West 312.98 feet to a point of curve, thence along a curve to the left 275.23 182 0t��.428 Page 13 feet, Said curve having a central angle of 5003`46", a radius of 315.00 feet and a long chord bearing North 79°59'30" West 266.56 feet to a point of tangent; thence continuing South 74158137" West 15,34 feet to the POINT OF BEGINNING, said parcel of land contains 130.87 acres, more or less, (The total acreage for the parcel described above is 166.86 acres, more or less.) 4347 0 2 IA f OF � �, 1'10A x A. o`i� DEED .._ ..'.......1 FOR VALUE RECEIVED, Jane M. Harris, the Grantor, does. herebyyegran oxio n, sell and convey unto Spurwing Limited Partnership, the Grantee, whoselddde!Wis 00 rt`i- Street, Suite 205, Boise, Idaho 83702, all of Grantor's right, title and�interest in the real,Qrop� located in Ada County, State of Idaho, and more particularly descry in Exhibit °A",.attadlied hereto and incorporated herein by reference. DATED this=day of - .1994. 1893001429 GRANTOR: PMAY � STATE OF IDAHO )ss. COUNTY OF ADA ) / On this a' -C day of /CG&Znk , 1994, before me, the undersigned Notary Public in and for said State, personally appeared Jane M. Harris, known or identified to me to be the person whose name is subscribed in the foregoing instrument, and acknowledged to me that she executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year in this certificate first above written. ioEssion f gtExpires• /� 9 1823001430 DESCRITTION FOR SPURWING SUBDIVISION (NON -GOLF COURSE PROPERTY) A parcel of land being a portions of the West 1/2 and the SE 1/4 of Sections 23, TAN., R. M, B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23; thence along the Westerly boundary of the said Section 23 North 00020'40" East 40.00 feet to an iron pin on the Northerly right-of-way line of State Highway 20(F.A.P. No. F-3021(5)), also said point being the REAL POINT OF BEGINNING; thence continuing North 00120140" East 2594.75 feet to a brass cap marking the West 1/4 corner of the said Section 23; thence continuing North 00°29'10" East 457.75 feet to an iron pin on the Southerly right-of-way line of the Phyllis Canal; thence along the said Southerly right-of-way line North 74°5837" East 43.09 feet to an iron pin marking a point of curve; thence continuing along a curve to the right 187.86 feet, said curve having a central angle of 50103'46", a radius of 215.00 feet and a long chord bearing South 7995910" Fast 181.94 feet to an iron pin marking a point of tangent; thence continuing South 54°5738" East 312,98 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 746.36 feet, said curve having a central angle of 5402813111, a radius of 785.00 feet and a long chord bearing South 82°11153" East 718.56 feet to an iron pin marking a point of ending of curve; thence continuing North 1912608" West 10.00 feet to an iron pin marking a point of beginning of curve; thence continuing along a curve to the left 12.65 feet, said curve having a central angle of 00056'06", a radius of 775.00 feet and a long chord bearing North 70°05'49" East 12.65 feet to an iron pin marking a point of tangent; thence continuing North 69°3746" East 315.41 feet to an iron pin; thence continuing North 74042'14" East 174.76 feet to an iron pin; thence continuing North 77031141" East 309.07 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 114.07 feet, said curve having a central angle of 12026'55", a radius of 525,00 feet and a long chord bearing Notch 71018'13" East 113.84 feet to an iron pin marking a point of tangent; thence continuing North 65004146" East 225.50 feet to an iron pin; thence continuing 1823001431 Page 2 North 58°3547" East 197.24 feet to -an iron pin marking a point of curve, thence continuing along a curve to the right 129,89 feet, said curve having a central angle of 15°40'02", a radius of 475,00 feet and a tong chord bearing North 66`25'48" East 129.48 feet to an iron pin marking a point of tangent; thence continuing North 7401548" East 73.67 feet to an iron pin on the Easterly boundary of the said West 1/2 of the said Section 23; thence along the said Easterly boundary South 00°26'41" West 2053.22 feet to an iron pin; thence leaving the said Easterly boundary South 89°33'19" East 33.00 feet to a brass cap; thence along a line 33.00 feet Easterly of and parallel with the said Easterly boundary of the W 1/2 of Section 23 South 00°2641" West 1280,88 feet to an iron pin on the said Northerly right-of-way line of State Highway 20, also said point marking a point of beginning of curve; thence along the said Northerly right-of-way line along a curve to the right 169.45 feet, said curve having a central angle of 00°16'58", a radius of 34337.48 feet and a long chord bearing North 8912901" West 169.45 feet to an iron pin marking a point of tangent; thence continuing North 89°11'32" West 2491.26 feet to the POINT OF BEGINNING, said parcel of land contains 179.24 acres, more or less. AND: A parcel of land being portions of Sections 22 and 23, TAN., R.1W., B.M., Ada County, Idaho and more particularly described as follows; Commencing at a brass cap marking the Southwest corner of the said Section 23, thence along the Westerly boundary of the said Section 23 North 00020'40" East 2634.75 feet to a brass cap marking the West 1/4 of the said Section 23; thence continuing North 00029'10" East 561.53 feet to a brass cap on the Northerly right-of-way line of the Phyllis Canal, also said point being the REAL POINT OF BEGINNING; thence along the said Northerly right-of-way line South 74058137" West 374.09 feet to an iron pin; thence continuing South 81°56`22" West 411.51 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 215,32 feet, said curve having a central angle of 111,35'0300 a radius of 1065,00 feet and a tong chord bearing South 76°08'50" West 214.96 feet to an iron pin marking a point of tangent; thence continuing 1.823001.432 Page 3 South 701121'19" West 268.76 feet to an iron pin marking a point of curve; thence continuing along a curve to the right 121.71 feet, said curve having a central angle of 16°01'49", a radius of 435.00 feet and a long chord bearing South 78°22'14" West 121.31 feet to an iron pin marking a point of tangent; thence. continuing South 86°23'09" West 350.38 feet to an iron pin; thence continuing South 89°28'06" West 195.35 feet to an iron pin; thence continuing North 86058'12" West 73.05 feet to an iron pin; thence continuing North 0004633" East 1778.52 feet to an iron pin on the Northerly boundary of the South 1/2 of the NE 1/4 ofthe NE 1/4 of said Section 22; thence along the said Northerly boundary South 89°20'12" East 2955.42 feet to an iron pin marking the Northeast corner of the said South 112 ofthe NE 1/4 of the NE 1/4 of Section 22; thence along the said Westerly boundary of the said Section 23 South 00°29'10" West 658.77 feet to a point marking the Northwest comer of the South 1/2 of theNW 1/4 ofthe said Section 23; thence along the Northerly boundary of the said South 1/2 of the NW 1/4 of Section 23 South 89°31158" East 2631.23 feet to an iron pin marking the Northeast corner ofthe said South 1/2 of the NW 1/4 of Section 23; thence along the Easterly boundary of the said NW 1/4 of Section 23 North 00°2641" East 1316.57 feet to a brass cap marking the North 1/4 corner of the said Section 23; thence along the Northerly boundary of the NE 1/4 of the said Section 23 South 8915239" East 805.00 feet to an iron pin on the Southerly original meander line of the Boise River; thence along the said Southerly original meander line South 01°04'56" East 484.52 feet to an iron pin; thence continuing South 17049156" East 464.41 feet to an iron pin; thence continuing South 84°34156" East 862.48 feet to an iron pin; thence continuing South 34°34'56" East 331.72 feet to an iron pin; thence continuing South 78°04156" East 497.58 feet to an iron pin; thence continuing South 66°04'56" East 159.76 feet to an iron pin on the Easterly boundary of the said NE 1/4 of Section 23; thence along the said Easterly boundary of the said NE 1/4 of Section 23 South 001305" West 282.23 feet to an iron pin on the extended Northerly right ofway line ofthe said Phyllis Canal; thence along the said extended and Northerly right ofway line of the Phyllis Canal South 7803601" West 924.35 feet to an iron pin; thence continuing South 89°42'01" West 651.80 feet to an iron pin; thence continuing ' North 79°48'10" West 94.86 feet to an iron pin; thence continuing I8 ""001433 Page 4 North 66°1270" West 205.06 feet to an_iron pin; thence continuing North 7403932" West 169.26 feet to an iron pin; thence continuing South 87111136" West 186.90 feet to an iron pin; thence continuing South 73°5851" West 133.78 feet to an iron pin; thence continuing North 8702226" West 188.28 feet to an iron pin; thence continuing South 85°00'24" West 154.38 feet to an iron pin; thence continuing South 74115'48" West 86.56 feet to an iron pin marling a point of curve; thence continuing along a curve to the left 153.13 feet, said curve having a central angle of 15040'02", a radius of 560.00 feet and a long chord bearing South 66°25'48" West 152.65 feet to an iron pin marking a point of tangent; thence continuing South 58°3547" West 192.43 feet to an iron pin; thence continuing South 6510446" West 220.69 feet to an iron pin marking a point of curve; thence continuing along a curve to the right 95.60 feet, said curve having a central angle of 12026'55", a radius of 440.00 feet and a long chord bearing South 71°18'13" West 95.41 feet to an iron pin mirking a point of tangent; thence continuing South 77131'4V West 311.17 feet to an iron pin; thence continuing South 74042'14" West 180.62 feet to an iron pin; thence continuing South 6913746" West 319.18 feet to an iron pin marking a point of curve; thence continuing along a curve to the right 11.26 feet, said curve having a central angle of 00°5606", a radius of 690.00 feet and a long chord bearing South 70°05149" West 11.26 feet to an iron pin marking a point of ending of curve; thence continuing North 19126'08" West 5.00 feet to an iron pin marking a point of beginning of curve; thence continuing along a curve to the right 651.28 feet, said curve having a central angle of 54°28'32 ", a radius of 685.00 feet and a long chord bearing North 82°]1'53" West 627.02 feet to an iron pin marling a point of tangent; thence continuing North 5405T38" West 312.98 feet to an iron pin marking a point of curve, thence continuing along a curve to the left. 275.23 feet, said curve having a central angle of 50°03'46", a radius of 315.00 feet and a long chord bearing North 7905930" West 266.56 feet to an iron pin marking a point oftangent; thence continuing South 74°507" West 15.34 feet to theIPOiNT OF BEGINNING, said parcel of land contains 191.94 acres, more or less. x.82 001434 Page 5 the above described parcels have a combined acreage of, 371.23 acres, more or less, EXCEPT: PARCEL I (Lot 2, Block 1) A parcel of land being a portion ofthe SW 1/4 and the IM 1/4 of Section 23, TAN, IL M, B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest comer of the said Section 23; thence along the Westerly boundary of the said SW 1/4 of Section. 23 North 00 20'40" East 324.83 feet to a point, said point being the REAL POW 4F BEGINNING; thence continuing North 00°20'40" East 1575.37 feet to a point; thence South 89139'20" East 130.00 feet to a point; thence Notch 00120'40" East 100.00 feet to a point; thence North 8903970" West 130.00 feet to a point; thence North 00°2040" East 634.56 feet to a point marking the West. 1/4 corner ofthe said Section 23; thence along the Westerly boundary of the said NW 1/4 North 00129'10" East 269.76 feet to an point; thence leaving the said Westerly boundary South 890300" East 30.00 feet to an point; thence South 00129'10" West 269.72 feet to a point; thence South 00°20'40" West 240.08 feet to a point; thence South 55124'15" East 230.80 feet to a point, thence South 61°15'01" East 166.51 feet to a point; thence South 69°40'38" East 164.12 feet to a point; thence South 78°04'07" East 165.12 feet to a point; thence South 869 I'06" East 167.26 feet to a point; thence North 89°55'37' East 146.00 feet to a point; thence South 81°40`05" East 107.13 feet to a point; thence South 68032'20" East 110.08 feet to a point; thence South 55°13'50" East 110.08 feet to a point; thence South 41°55'20" East 110.09 feet to a point; thence South 28036'50" East 110.08 feet to a point; thence South 1501870" East 110.08 feet to a point; thence South 05°33'18" East 336.96 feet to a point marking a point of beginning of curve; thence along a curve to the left 239.08 feet, said curve having a central angle of 36°31'45", a radius of Page 6- 375.00 feet and a long chord bearing South 37°38'28" Vilest 235.05 feet to a point marking the point of ending of curve; thence North 35°09'43" West 122.77 feet to a point; thence North 46014'32" West 334.17 feet to a point; thence North 56°51'30" West 485.23 feet to a point; thence North 80058'30" West 220.10 feet to a point; thence South 03°00'40" Fast 291.05 feet to a point marking the point of beginning of curve; thence along a curve to the left 40.14 feet, said curve having a central angle of 4600000", a radius of 50.00 feet and a long chord bearing South 31°16'49" West 39.07 feet to a point marking a point of ending of curve; thence North 81°43'11' West 68.89 feet to a point; thence South 00°48`28" West 305.94 feet to a point; thence South 19°45145" East 174.02 feet to a point; thence South 20137'12" West 531.07 feet to a point; thence South. 00048128" West 164.90 feet to a point; thence South 75059124" West 156.18 feet to a point ofcurve; thence along a curve to the right 36.43 feet, said curve having a central angle of 104°21116", a radius of 20.00 feet and a long chord bearing North 51°49'08" West 31.60 feet to a point of ending of curve; thence North 89`3920" West 30.00 feet to the POINT OF BEGINNING, said parcel of land contains 28.27 acres, more or less, EXCEPT: PARCEL II(Lot 4, Block 1) A parcel of land being a portion of the SW l/4 of Section 23, TAN., R.1W., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23; thence along the Westerly boundary of the said SW 1/4 of Section 23 North 00020'40" East 40.00 feet to a point on the Northerly light -of -way line of State Highway 20; (hence along the said Northerly right-of-way line South 89111132" East 69.84 feet to a point of beginning of curve, also said point being the REAL POINT OF BEGINNING; thence leaving the said Northerly right-of-way line along a curve to the right 31.25 feet, said curve having a central angle of 89032'121', a radius of 20.00 feet and a long chord bearing 1823001436 Page 7 North 44°25126" West 28.17 feet to a point of tangent; thence North 00020'40" East 177.61 feet to a point of curve; thence along a curve to the right 26.41 feet, said curve having a central angle of 7538'44",, a radius of 20.00 feet and a long chord bearing North 38°10'02" East 24.53 feet to a point of tangent; thence North 75x59124" East 194.94 feet to a point; thence South 85°06'24" East 300.82 feet to a point; thence North 8201637" East 505.59 feet to a point; thence South 76x3948" East 691.47 feet to a point; thence North 00048128" East 789.24 feet to a point; thence North 3404371" West 125.66 feet to a point; thence North 43°1214" West 245.54 fe4t to a point of curve; thence along a curve to the right 33.00 feet, said curve having a central angle of 94°33'00", a radius of 20.00 feet and a long chord bearing - North 04003'55" East 29.38 feet to a point marking a point of compound curve, thence continuing along a curve to the right 172.48 feet, said curve having a central angle of 30°24'2811, a radius of 325.00 feet and a long chord bearing North 66°32'45" East 170.47 feet to a point marking a point of ending of curve; thence North 81 04433" East 123.12 feet to a point of curve; thence along a curve to the right 28.30 feet, said curve having a central angle of 81104'18", a radius of 20.00 feet and a long chord bearing South 57042158" East 26.00 feet to a point of reverse curve; thence along a curve to left 253.03 feet, said curve having a central angle of 23100143 ", a radius of 630.00 feet and a long chord' bearing South 28x41'11" East 251.33 feet to a point of tangent; thence South 4011132" East 62.57 feet to a point of curve; thence along a curve to the right 300.55 feet, said curve having a central angle of 41°00'00",. a radius of 420.00 feet and a long chord bearing South 19°41'32" East 294.17 feet to a point of tangent; thence South 00048'28" West 417.11 feet to a point; thence South 02108'24" Vilest 215.06 feet to a point; thence South 04°4818" West 120.00 feet to a point ofcurv$; thence along a curve to the right 78.54 feet, said curve having a central angle of 90100'00", a radius of 50.00 feet and a long chord bearing 1823001437 Page 8 South 45°4828" West 70.71 feet to a point of tangent on the said Northerly right-of-way line of State Highway 20; thence along the said Northerly right-of-way line North 89° 11'32" West 1926.96 feet to the POINT OF BEGINNING, said parcel of land contains 19.70 acres, more or less, EXCEPT: PAUCEL M (Lot 78, Block l) A parcel of land being a portion of the South 112 of Section 23, TAR, R.1W., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the South 114 corner ofthe said Section 23; thence along the Easterly boundary of the SW 1/4 of the said Section 23 North 00°26`41" East 40.27 feet to a point marking a point of beginning of curve on the Northerly right-of-way line of State Highway 20, also said point being the REAL POINT OF BEGMANG; thence along the said Northerly right-of-way line along a curve to the left 33.00 feet, said curve having a central angle of 00°03'18", a radius of 34337.48 feet and a long chord bearing South 891201" East 33.00 feet to a point of ending of curve; thence leaving the said Northerly right-of-way line North 00°2641" East 1280.88 feet to a brass cap; thence North 89033'19" West 33.00 feet to an iron pin; thence North 00°26'41" East 782.86 feet to an iron pin; thence South 67°4232" West 86.51 feet to a point marking a point of beginning of curve; thence along a curve to the right 311.59 feet, said curve having a central angle of 23002108", a radius of 775.00 feet and a long chord bearing South 11°0423" East 309.49 to a point of tangent; thence South 0002641" West 415.03 feet to a point of curve, thence along a curve to the right 591.42 feet, said curve having a central angle of 90°21'47", a radius of 375.00 feet and along chord bearing South 45037134" West 532.01 feet to a point of tangent; thence North 89011'32" West 95.03 feet to a point ofcurve; thence along a curve to the left 53.20 feet, said curve having a central angle of 101036'18", a radius of 30.00 feet and along chord bearing South 40°00'19" West 46.50 feet to a point ofreverse curve; thence along a curve to the right 97.22 feet, said curve having a central angle of 1113018", a radius of 480.00 feet and a long chord bearing 1823001438 Page 9 South 04059141" East 97.06 feet to -a point of tangent; thence South 00°48`28" West 417.11 feet to a point; thence South 00°31128" East 215.06 feet to a point, thence South 00°48`28" West 120.00 feet to a point ofcurve, thence along a curve to the left 78.54 feet, said curve having a central angle of 90°00'00", a radius of 50.00 feet and a long chord bearing South 44°11'32" East 70.71 feet to a point of tangent on the said Northerly right-of-way line of State Highway 20; thence along the said Noriherly right-of-way line South 89011132" East 324.46 feet to a point of curve; thence along a curve to the left 136.45 feet, said curve having a central angle of00°13'40", a radius of 34337.49 feet and long chord bearing South 89018'22" East 136.45 feet to the POINT OF BEGINNING, said parcel of land contains 13.27 acres more or less, EXCEPT: PARCEL TV (Lot 53, Block 1) A parcel of land being a portion of the SW 1/4 and the NW 114 of Section 23, T.4N., K IW., , B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23; thence along the Southerly boundary of the said Section 23 South 89011132" East 2627.62 feet to a brass cap marking the South 1/4 corner ofthe said Section 23; thence Notth 20035'26" West 1100.58 feet to a point, also said point being the REAL POINT OF BEGINNING; thence North 89011'32" West 131.03 feet to a point ofcurve; thence along a curve to the right 34.22 feet, said curve having a central angle of 65°21'51", a radius of30.00 feet and a tong chord bearing North 56030137" West 32.40 feet to a point of reverse curve; thence along a curve to the left 137.09 feet, said curve having a central angle of 16°21'51 ", a radius of 480.00 feet and a long chord bearing North 32000'37" West 136.63 feet to a point of tangent; thence North 4001 ISS West 62.57 feet to a point ofcurve, thence along a curve to the right 348.19 feet, said curve having a central angle of 35*0000", a radius of 570.00 feet and a long chord bearing North 22041'32" West 342.80 feet to a point of tangent; thence North 11024'51" West 46.13 feet to a po'snt; thence North 84°48`28" East 27I.85 feet to a point; thence Page 10 North 05011132" West 162.61 feet4o a point; thence North 10°59'45" West 185.94 feet to a point; thence North 20043'08" West 185.94 feet to a point; thence North 30°26'31" West 185.94 feet to a point; thence North 40°09154" West 185.94 feet to a point; thence North 49053117" West 185.94 feet to a point; thence North 59057'21" West 199.09 feet to a point; thence t. North 3900277" West 290.45 feet to a point on the Southerly right-of-way line of the Phyllis Canal; thence along the said Southerly right-of-way line North 69°37'46" East 92.95 feet to a point; thence leaving the said Southerly right-of-way line. South 511*56'52" East 91.51 feet to a point; thence South 57116'23" East 66.76 feet to a point; thence South 36°4636" East 70.27 feet to a point; thence North 88003113" East 37.72 feet to a point; thence South 651129'04" East 32.65 feet to a point; thence South 38°54'13" East 56.82 feet to a point; thence South 23°08'15" East 40.00 feet to a point marling the point of beginning of curve; thence along a curve to the right 19.05 feet, said curve having a central angle of 02116'25", a radius 480.00. feet and a long chord bearing North 67°59'58" East 19.05 feet to a point of compound curve; thence along a curve to the right 33.16 feet, said curve having a central of 94°59'19", a radius of 20.00 feet and a long chord bearing South 63°22'10" East 29.49 feet to a point of tangent; thence South 1505211" East 3.26 feet to a point; thence North 74°07129" East 40.00 feet to a point; thence North 15°52'31" West 3.26 feet to a point of curve, thence along a curve to the right 33.16 feet, said curve having a central angle of94°59'19", a radius of 20.00 feet and a long chord bearing North 31°37'08" East 29.49 feet to a point of compound curve; thence along a curve to the right 68.09 feet, said curve having a central angle of 08°07138", a radius of 480.00 feet and a long chord bearing North 830I0'37" East 68.03 feet to a point of tangent; thence North 87°14'26" East 13.55 feet to a point; thence South 16°01'40" East 223.99 feet to a point; thence South 25°41'58" East 181.00 feet to a point; thence South 39°47132" East 180.43 feet to a point; thence South 34°39'48" East 153.54 feet to a point; thence ISZ 3(101440 Page 11 South 33042`23" East 105.62 feet to a point; thence South 19°20'07" East 107.02 feet to a point; thence South 04°45'45" East 110.67 feet to a point; thence South 00°4828" West 291,00 feet to a point; thence South 89°11'32" East 301.94 feet to a point; thence South 0012641" West 104.21 feet to a point of curve; thence along a curve to the right 512.57 feet, said curve having a central angle of 90°21147", a radius of 325.00 feet and a long chord bearing South 45037134" West 461.07 feet to the POINT OF BEGINNING, said parcel of land contains 12.26 acres, more or less, EXCEPT: PARCEL V (Lot 1, Block 2)(REVISED: 8/30194) A parcel of land being a portion of the NE 1/4 of Section 22 and a portions of the NW 1/4 and the NE 1/4 of Section 23, TAN., PL M, B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the East 1/4' corner of the said Section 22; thence along the Easterly boundary of the said NE 1/4 of Section 22 North 00029'10" East 561.53 feet to a point on the Northerly right-of-way line of the Phyllis Canal, also said point being the REAL POINT OF BEGINNING; thence along the said Northerly right-of-way line South 74058'37" West 374.09 feet to a point; thence continuing South 81°5622" West 411.51 feet to a point of curve; thence along a curve to the left 215.32 feet, said curve having a central angle of 11°35'03031 a radius of 1065.00 feet and a long chord bearing South 76008150" West 214.96 feet to a point of tangent; thence continuing South 70°21'19" West 268.76 feet to a point of curve; thence along a curve to the right 121.71 feet, said curve having a central angle of 16101149", a radius of 435.00 feet and a long chord bearing South 78°22'14" West 121.31 feet to a point of tangent; thence continuing South 86023'09" West 350.38 feet to a point; thence continuing South 89028106" West 195.35 feet to a point; thence continuing North 86058112" West 73.05 feet to a point; thence learning the said Northerly right-of-way line of the Phyllis Canal 1823001441 Page 12 North 00046133" East 1778.52 feet tog point; thence South 891320112" East 1955.42 feet to a point on the said Easterly boundary of the said NE 1/4 of Section 22; thence along the said Easterly boundary of the said NE 1/4 of Section 22 South 00°29'12" West 658.77 feet to a point marking the Northwest corner of the South 1/2 of said NW 1/4 of Section 23; thence along the Northerly boundary of the said South 1/2 of the NW'' 1/4 of Section 23 Sauth 89°3158" East 2631.23 feet to a point marking the Northeast corner of the said South 1/2 of the NW 1/4 of Section 23; thence along the Easterly boundary of the said NW 1/4 North 00°2641" East 350.91 feet to a point; thence South 89°33'19" East 200.00 feet to a point; thence South 00°2641" West 300.00 feet to a point; thence South 89°33'19" East 7.2.98 feet to a point; thence South 00°26'41" West 549.61 feet to a point on the said Northerly right-of-way line of the Phyllis Canal; thence along the said Northerly right-of-way line of the Phyllis Canal North 8722`26" West 130.70 feet to a point; thence continuing South 8510024" West 154.38 feet to a point; thence continuing South 740I5'48" West 86.56 feet to a point of curve; thence along a curve to the left 153.13.. feet, said curve having a central angle of 15°40'02", a radius of 560.00 feet and a long chord bearing South 6612548" West 152.65 feet to a point of tangent; thence continuing South 58°3547" West 192.43 feet to a point; thence continuing South 65°04'46" West 220.69 feet to a point of curve; thence along a curve to the right 95.60 feet, said curve having a central angle of I2126155", a radius of 440.00 feet and a tong chord bearing South 71°18'I3" West 95.4.1 feet to a point of tangent; thence continuing South 77°3141" West 311.17 feet to a point; thence continuing South 74142'14" West 180.62 feet to a point; thence continuing South 69037'46" West 319.18 feet to a point of curve; thence along a curve to the right 11.26 feet, said curve having a central angle of 00056106", a radius of 690.00 feet and a long chord bearing South 70005'49" West 11.26 feet to a point marking a point of ending of curve; thence continuing North 1902608" West 5.00 feet to a point marking a point of beginning ofcurve; thence along a curve to the right 651,28 feet, said curve having a central angle of 54°28'31 ", a radius of 685.00 feet and a long chord bearing North 82011153" West 627.02 feet to a point of tangent; thence continuing North 5405738" West 312.98 feet to a point ofeurve; thence along a curve to the left 275.23 Page 13 . feet, said curve having a central angle of 50'03'46", a radius of 315.00 feet and a long chord bearing North 79°59'30" West 266.56 feet to a point of tangent, thence continuing South 74058'37" West 15.34 feet to the POINT OF BEGINNING, said parcel of land contains 130.87 acres, more or less, (The total acreage for the parcel described above is 166.86 acres, more or less) 4347 a - 40 y e DEED ; ...,.,..:; �Vt �sl FOR VALUE RECEIVED, James S. Hewittthe Grantor, doesler y grant�-b gait45 1 and convey unto Spurwing Limited Partnership, the Grantee, whose aY'dr'ess is Ab'NbrIX-4th Street, Suite 205, Boise, Idaho 83702, all of Grantor's right, title anddn erect inn the reallprop located in Ada County, State of Idaho, and more particularly describad,..in.Exbibit.'.'A',.attached hereto and incorporated herein by reference. 1823001443 DATED this day of 6-4, 1 , 1994. GRANTOR: STATE OF IDAHO ) JAMES S. HEWITT )ss. COUNTY OF ADA ) / On this Q' day of /L 1994, before me, the undersigned Notary Public in and for said State, personally appeared James S. Hewitt, known or identified to ate to be the person whose name is subscribed in the foregoing instrument, and acknowledged to me that he executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year in this certificate first above written. t r ° Notary Or dah Reco '.-.. � � s mmission Expires• / � 9 YSz3001444. DESCRIPTION FOR SPURNVING SUBDMSION (NON -GOLF COURSE PROPERTY) A parcel of land being a portions of the West 1/2 and the SE 1/4 of Sections 23, TAN., RAW., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23; thence along the Westerly boundary of the said Section 23 North 00020'40" East 40.00 feet to an iron pin on the Northerly right-of-way line of State Highway 20(F.A.P. No. F-3021(5)), also said point being the ILEAL POINT OF BEGINNING; . thence continuing North 00020'40" East 2594.75 feet to a brass cap marking the West 1/4 comer of the said Section 23; thence continuing North 00029'i0" East 457.75 feet to an iron pin on the Southerly right-of-way line of the Phyllis Canal; thence along the said Southerly right-of-way line North 74°58'37" East 43.09 feet to an iron pin marking a point of curve, thence continuing along a curve to the right 187.86 feet, said curve having a central angle of 50°03'4611, a radius of 215.00 feet and a long chord bearing South 79159130" East 181.94 feet to an iron pin marking a point of tangent; thence continuing South 5405738" East 312.98 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 746.36 feet, said curve having a central angle of 54°28'31 ", a radius of 785.00 feet and a long chord bearing South 82111'53" East 718.56 feet to an iron pin marking a point of ending of curve; thence continuing North 1902608" West 10.00 feet to an iron pin marking a point of beginning of curve; thence continuing along a curve to the left 12.65 feet, said curve having a central angle of 00°56'06", a radius of 775.00 feet and along chord bearing North 70005'49" East 12.65 feet to an iron pin marking a point of tangent; thence continuing North 69037'46" East 315.41 feet to an iron pin; thence continuing North 74042'14" East 174.76 feet to an iron pin; thence continuing North 7703141" East 309.07 feet to an iron pin marling a point of curve; thence continuing along a curve to the left 114.07 feet, said curve having a central angle of 12°2655", a radius of 525.00 feet and a long chord bearing North 71018'13" Fast 113.84 feet to an iron pin marking a point oftangent; thence continuing' North 65004'46" East 225.50 feet to an iron pin; thence continuing 1SZ3001445 Page 2 North 58°3547" East 197.24 feet to an iron pin marking a point of curve; thence continuing along a curve to the right 129.89 feet, said curve having a central angle of 15°40102", a radius of 475.00 feet and a long chord bearing North 665148" Last 129.48 feet to an iron pin marking a point of tangent; thence continuing North 74015148" East 73.67 feet to an iron pin on the Easterly boundary of the said West 1/2 of the said Section 23; thence along the said Easterly boundary South 00126'41" West 2053.22 feet to an iron pin; thence leaving the said Easterly boundary South 89133'19" East 33.00 feet to a brass cap; thence along a line 33.40 feet Easterly of and parallel with the said Easterly boundary of the W 112 of Section 23 South 0002641" West 1280.88 feet to an iron pin on the said Northerly right-of-way line of State Highway 20, also said point 'marking a point of beginning of curve; thence along the said Northerly right-of-way line along a curve to the right 169.45 feet, said curve having a central angle of 00016'58", a radius of 34337.48 feet and a long chord bearing North 89020'01" West 169.45 feet to an iron pin marking a point of tangent; thence continuing North 89°11'32" West 2491.26 feet to the POINT OF BEGINNING, said parcel of land contains 179.24 acres, more or less. AND: A parcel of land being portions of Sections 22 and 23, TAN., R.1W., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23, thence along the Westerly boundary of the said Section 23 North 00°20"40" East 2634.75 feet to a brass cap marking the West 1/4 of the said Section 23; thence continuing North 0002911011 East 561.53 feet to a brass cap on the Northerly right-of-way tine of the Phyllis Canal, also said point being the REAL POINT OF BEGINNING; thence along the said Northerly right-of-way line South 74058'37" West 374.09 feet to an iron pin; thence continuing South 8105622" West 411.51 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 215.32 feet, said curve having a central angle of 11°35'03", a radius of 1065.00 feet and a long chord bearing South 76°08'50" West 214.96 feet to an iron pin marking a point of tangent; thence continuing IBZ3001446 Page 3 South 70021'19" West 268.76 feet to an iron pin marking a point of curve; thence continuing along a curve to the right 121.71 feet, said curve having a central angle of 16°01'4911, a radius of 435.00 feet and a long chord bearing South 78122114" West 121.31 feet to an iron pin marking a point of tangent; thence. continuing South 86'23'09" West 350.38 feet to an iron pin; thence continuing South 89128'06" West 195.35 feet to an iron pin; thence continuing North 86058'12" West 73.05 feet to an iron pin; thence continuing North 00°46`33" East 1778.52 feet to an iron pin on the Northerly boundary of the South 1/2 of the NE 1/4 of the NE 1/4 of said Section 22; thence along the said Northerly boundary South 89020'12" East 1955.42 feet to an irons pin marking the Northeast corner of the said South 1/2 oftheNE 1/4 ofthe NE 1/4 ofSection 22; thence along the said Westerly boundary of the said Section 23 South 00129'I0" West 658.77 feet to a point marking the Northwest corner of the South 1/2 oftheNW 1/4 of the said Section 23; thence along the Northerly boundary of the said South 1/2 of the NW 114 of Section 23 • South 89°31'58" East 2631.23 feet to an iron pin marking the Northeast corner of the Said South 1/2 of the NW 1/4 of Section 23; thence along the Easterly boundary of the said NW 114 of Section 23 North 00°26'41" East 1316.57 feet to a brass cap marking theNorth 114 comer of the said Section 23; thence along the Northerly boundary of the NE 1/4 of the said Section 23 South 89°52`39" East 805.00 feet to an iron pin on the Southerly original meander line of the Boise River, thence along the said Southerly original meander line South 01004'56" East 484.52 feet to an iron pin; thence continuing South 17'49'56" East 464.41 feet to an iron pin; thence continuing South 8413456" East 862.48 feet to an iron pin; thence continuing South 34°34'56" East 331.72 feet to an iron pin, thence continuing South 78'04'56" East 497.58 feet to an iron pin; thence continuing South 66004'56" East 159.76 feet to an iron pin on the Easterly boundary of the said NE 1/4 of Section 23; thence along the said Easterly boundary of the said NE 1/4 of Section 23 South 00°30135" West 282.23 feet to an iron pin on the extended Northerly right of way line ofthe said Phyllis Canal; thence along the said extended and Northerly right of way line of the Phyllis Canal South 78°3601" West 924.35 feet to an iron pin; thence continuing South 89'42'01" West 651.80 feet to an iron pin; thence continuing North 79"48'10" West 94.86 feet to an iron pin; thence continuing 1820 001447 Page 4 North 66°12'20" West 205.06 feet to an iron pin; thence continuing North 74030'32" West 169.26 feet to an iron pin; thence continuing South 87°11'36" West 186.90 feet to an iron pin; thence continuing South 73°58'51" West 133.78 feet to an iron pin; thence continuing North 8712226" West 188.28 feet to an iron pin; thence continuing South 85100'24" West 154.38 feet to an iron pin; thence continuing South 74°15'48" West 86.56 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 153.13 feet, said curve having a central angle of 15°40'02", a radius of 560.00 feet and a long chord bearing South 66°25'48" West 152.65 feet to an iron pin marking a point of tangent; thence continuing South 5803547" West 192.43 feet to an iron pin; thence continuing South 65104'46" West 220.69 feet to an iron pin marking a point of curve; thence continuing along a curve to the right 95.60 feet, said curve having a central angle of 12°2055", a radius of 440.00 feet and a long chord bearing South 71°18'13" West 95.41 feet to ancon pin marking a point of tangent; thence continuing South 77°3141" West 311.17 feet to an iron pin; thence continuing South 7404T14" West 180.62 feet to an iron pin; thence continuing South 69'3746" West 319.18 feet to an iron pin marking a point of curve; thence continuing along a curve to the right 11.26 feet, said curve having a central angle of00°56'06", a radius of 690.00 feet and a long chord bearing South 70°05'49" West 11.26 feet to an iron pin marking a point of ending of curve; thence continuing North 1902608" West 5.00 feet to an iron pin marking a point of beginning of curve; thence continuing along a curve to the right 651.28 feet, said curve having a central angle of 54°28'31", a radius of 695.00 feet and a long chord bearing North 82011'53" West 627.02 feet to an iron pin marking a point of tangent; thence continuing North 54°5738" West 312.98 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 275.23 feet, said curve having a central angle of 50°03'46", a radius of 315.00 feet and a long chord bearing North 79059130" West 266.56 feet to an iron pin marking a point of tangent; thence continuing South 74°58'37" West 15.34 feet to the POINT OF BEGINNING, said parcel of land contains 191.94 acres, more or less. 162300 .448 Page 5 the above described parcels have a combined acreage of 371.23 acres, more or less, EXCEPT: PARCEL I (Lot 2, Block 1) A parcel ofland being a portion ofthe SW 1/4 and theNW 1/4 of Section 23, T.4N., R. 1W., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23; thence along the Westerly boundary of the said SW 1/4 of Section 23 North 00°20'40" East 324.83 feet to a paint, said point being the REAP. ]POINT OF BEGINNING, thence continuing North 00120140" East 1575.37 feet to a point; thence South. 89°39`20" East 130.00 feet to a point, thence North 00020'40" East 100.00 feet to a point, thence North 89°39'20" West 130.00 feet to a point; thence North 00020'40" East 634.56 feet to a point marking the West. 1/4 corner of the said Section 23; thence along the Westerly boundary of the said NW 1/4 North 00029110" East 269.76 feet to an point; thence leaving the said Westerly boundary South 89130'50" East 30.00 feet to an point; thence South 00°29'10" West 269.72 feet to a point; thence South 00120'40" West 240.08 feet to a point; thence South 551124115" East 230.80 feet to a point; thence South 61°15'01" East 166.51 feet to a point; thence South 69°408" East 164.12 feet to a point; thence South 78°04'07" East 165.12 feet to a point; thence South 86°31'06" East 167.26 feet to a point; thence North 89°55'37" East 146.00 feet to a point; thence South 81040'05" East 107.13 feet to a point; thence South 68032'20" East 110.08 feet to a point; thence South 55°13'50" East 110.08 feet to a point; thence South 411155'20 East 110.08 feet to a point; thence South 28036'50" East 110.08 feet to a point; thence South 1501870" East 110.08 feet to a point; thence South 05°33'18" East 336.96 feet to a point marking a point of beginning of curve; thence along a curve to the left 239.08 feet, said curve having a central angle of 36°31'45", a radius of $ 1820,01419 Page 6. 375.00 feet and a long chord bearing South 37°38128" West 235.05 feet to a point marking 1he point of ending of curve; thence North 35°09'43" West 122.77 feet to a point; thence North 46014132" West 334.17 feet to a point; thence North 56°51'30" West 485.23 feet to a point; thence North 80058'30" West 220.10 feet to a point; thence South 030OV40" East 291.05 feet to a point marking the point of beginning of curve; thence along a curve to the left 40.14 feet, said curve having a central angle of 46°00'00" , a radius of 50.00 feet and a long chord bearing South 31°16'49" West 39.07 feet to a point marking a point of ending of curve; thence North 81043'11' West 68.89 feet to a point; thence South 00148'28" West 305.94 feet to a point; thence South 19145'45" East 174.02 feet to a point; thence South 20037'12" West 531.07 feet to a point; thence South 00048'28" West 164.90 feet to a point; thence South 75°5924" West 156.18 feet to a point ofcurve; thence along a curve to the right 36.43 feet, said curve having a central angle of 104021116", a radius of 20.00 feet and a long chord bearing North 51°49'08" West 31.60 feet to a point of ending of curve; thence North 89039120" West 30.00 feet to the POINT OF BEGINNING, said parcel of land contains 28.27 acres, more or less, EXCEPT: PARCEL TT(L.ot 4, Block I) A parcel of land being a portion of the SW l 4 of Section 23, TAN., R.1 W., H.M., Ada. County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest comer of the said Section 23; thence along the Westerly boundary of the said SW 1/4 of Section 23 North 00020'40" East 40.00 feet to a point on the Northerly right-of-way line of State Highway 20; thence along the said Northerly right-of-way line South 89°11'32" 'East 69.84 feet to a point of beginning of curve, also said point being the REAL POINT OF BEGINNING; thence leaving the said Northerly right-of-way line along a curve to the right 31.25 feet, said curve having a central angle of 89132'12"•, a radius of 20.00 feet and a long chord bearing Page 7 North 44025'26" West 28.17 feet tQ a ppint of tangent; thence North 00020'40" East 177.61 feet to a point of curve; thence along a curve to the right 26.41 feet, said curve having a central angle of75°3$144", a radius of 20.00 feet and a long chord bearing North 38010'02" East 24.53 feet to a point of tangent, thence North 7515924" East 194.94 feet to a point; thence South 85°06'24" East 300.82 feet to a point; thence North 82°1637" East 505.59 feet to a point; thence South 76°3948" East 691.47 feet to a point; thence North 0014828" East 789.24 feet to a point; thence North 34°43121" West 125.66 feet to a point; thence North 43012'34" West 245.54 feet to a point ofcurve; thence along a curve to the right 33.00 feet, said curve having a central angle of 94°33'00", a radius of 20.00 feet and a long chord bearing North 04003'55" East 29.38 feet to a point marking a point of compound curve; thence continuing along a curve to the right 172.48 feet, said curve having a central angle of 30°24'2811, a radius of 325.00 feet,and a long chord bearing North 66°32'45" East 170.47 feet to a point marking a point of ending of curve; thence North 81044'53" East 123.12 feet to a point of curve; thence along a curve to the right 28.30 feet, said curve having a central angle of 81°04'18" , a radius of 20.00 feet and a long chord bearing South 57042158" East 26.00 feet to a point of reverse curve; thence along a curve to left 253.03 feet, said curve having a central angle of 23000'43", it radius of 630.00 feet and a long chord' bearing South 28°41'11" East 251.33 feet to a point of tangent; thence South 40111132" East 62.57 feet to a point of curve; thence along a curve to the right 300,55 feet, said curve having a central angle of 41°00'00", a radius of 420.00 feet and a long chord bearing South 19041'32" East 294.17 feet to a point of tangent; thence South 00°48'28" West 417.11 feet to a point; thence South 02°08'24" West 215.06 feet to a point; thence South 00°4828" West 120.00 feet to a point of curve, thence along a curve to the right 78,54 feet, said curve having a central angle of 90°00'00", a radius of 50.00 feet and a long chord bearing x.82;: 00.451 Page 8 South 45°48128" West 70.71 feet to a point oftangent on the said Northerly right-of-way line of State Mghway 20; thence along the said Northerly right-of-way line North 89°11132" Vilest 1926.96 feet to the POINT OF BEGYN IMG, said parcel of land contains 19.70 acres, more or less, EXCEPT: PARCEL (Lot 78, Block 1) A parcel of land being a portion of the South 1/2 of Section 23, T.4N., &M, B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the South 1/4 corner of the said Section 23; thence along the Easterly boundary of the SW 1/4 of the said Section 23 North 00°2641" East 40.27 feet to a point marking a point of beginning of curve on the Northerly right-of-way line of State Highway 20, also said point being the REAL POINT OF BEGINNING; thence along the said Northerly right-of-way line along a curve to the left 33.00 feet, said curve having a central angle of 00°0311811, a radius of 34337.48 feet and a long chord bearing South 89°2651" East 33.00 feet to a point of ending of curve; thence leaving the said Northerly right-of-way line North 00026141" East 1280.88 feet to a brass cap; thence North 89°33'19" West 33.00 feet to an iron pin; thence North M26'41" Bust 782.86 feet to an iron pin,; thence South 67°42`31" gest 86.51 feet to a point marking a point of beginning of curve; thence along a curve to the right 311.59 feet, said curve having a central angle of 23002'08", a radius of 775.00 feet and a long chord bearing South 11004123" East 309.49 to a point oftangent; thence South 00°26'41" West 4I5.03 feet to a point of curve; thence along a curve to the right 591.42 feet, said curve having a central angle of 90021147', a radius of 375.00 feet and along chord bearing South 451037'34" West 532.01 feet to a point of tangent; thence North 89011132" West 95.03 feet to a point of curve; thence along a curve to the left 53.20 feet, said curve having a central angle of 101°3618", a radius of 30.00 feet and along chord bearing South 40°00'19" West 46.50 feet to a point ofreverse curve; thence along a curve to the right 97M feet, said curve having a central angle of 1113618", a radius of 480.00 feet and a long Chord bearing 1823001452 Page 9 South 04059141" East 97.06 feet to -a paint of tangent; thence South 0014828" West 417.11 feet to a point; thence South 00031128" East 215.06 feet to a point, thence South 004878" West 120.00 feet to a point of curve; thence along a curve to the left 78.54 feet, said curve having a central angle of 90°00'00", a radius of 50,00 feet and a long chord bearing South 44°11'32" East 70.71 feet to a point of tangent on the said Northerly right-of-way line of State Highway 20; thence along the said Northerly right-of-way line South 8901132" East 324.46 feet to a point of curve; thence along a curve to the left 136.45 feel, said curve having a central angle of00°13140", a radius of 34337.48 feet and long chord bearing South 89°18'22" East 136.45 feet to the POINT OF BEGINNING, said parcel of land contains 13.27 acres more or less, EXCEPT: PARCEL N (Lot 53, Block 1) A parcel ofland being a portion of the SW 114 and the NW 114 of Section 23, TAN., KIW., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23; thence along the Southerly boundary of the said Section 23 South 89°I 1'32" East 2627.62 feet to a brass cap marking the South I/4 corner of the said Section 23; thence North 2003576" West 1100.58 feet to a point, also said point being the REAL POINT OF BEGINNING; thence North 8901132" West 131.03 feet to a point of curve; thence along a curve to the right 34.22 feet, said curve having a central angle of 65121151"1 a radius of 30.00 feet and a long chord bearing North 56°30'37" West 32.40 feet to a point of reverse curve; thence along a curve to the left 137.09 feet, said curve having a central angle of 16°21'51 ", a radius of 480.00 feet and a long chord bearing North 3200037" West 136.63 feet to a point of tangent; thence North 40011'32" West 62.57 feet to a point ofcurve; thence along a curve to the right 348.19 feet, said curve having a central angle of 35°00100" , a radius of 570.00 feet and a long chord bearing North 22041'32" West 342.80 feet to a point of tangent; thence North 1102451" West 46.13 feet to a point; thence North 8404878" East 271.85 feet to a point; thence Page 10 North 0511132" West 162.61 feet -to a.point; thence North 10°59145" West 185.94 feet to a point; thence North 20043'08" West 185.94 feet to a point; thence North 30°26'31" West 185.94 feet to a point; thence North 40009154" West 185.94 feet to a point; thence North 49°53'17" West 185.94 feet to a point; thence North 5905721" West I99.09 feet to a point; thence North 39°02'27" West 290.45 feet to a point on the Southerly right-of-way line of the Phyllis Canal; thence along the said Southerly right-of-way line North 69nT46" East 92.95 feet to a point; thence leaving the said Southerly right-of-way line. South 51°56'52" East 91.51 feet to a point; thence South 57°16'23" East 66.76 feet to a point; thence South 3604036" East 70.27 feet to a point; thence North 88003'13" East 37.72 feet to a point; thence South 65129'04" East 32.65 feet to a point; thence South 38054'13" East 56.82 feet to a point; thence South 23°08'15" East 40.00 feet to a point marking the point of beginning of curve; thence along a curve to the right I9.05 feet, said curve having a central angle of 02°1625", a radius 480.00 feet and a long chord bearing North 67°59'58" East 19.05 feet to a point of compound curve; thence along a curve to the right 33.16 feet, said curve having a central of 94159'19", a radius of 20.00 feet and a long chord bearing South 63°22'10" East 29.49 feet to a point of tangent; thence South 15°52'31" East 3.26 feet to a point; thence North 74007'29" East 40.00 feet to a point; thence North 15°52'31" West 3.26 feet to a point of curve, thence along a curve to the right 33.16 feet, said curve having a central angle of 94°59'19", a radius of 20.00 feet and a long chord bearing North 31037'08" East 29.49 feet to a point of compound curve; thence along a curve to the tight 68.09 feet, said curve having a central angle of 08°07'38", a radius of 480.00 feet and a long chord bearing North 830107" East 68.03 feet to a point of fangent; thence North 87014'26" East 13.55 feet to a point, thence South 16°01'40" East 223.99 feet to a point; thence South 25041158" East 181.00 feet to a point; thence South 39047'32" East 180.43 feet to a point; thence South 34039'48" East 153.54 feet to a point; thence 1823001454 Page 11 South 33042'23" East 105.62 feet to a point; thence South 19020'07" East 107.02 feet to a point; thence South 04045145" East 110.67 feet to a point; thence South 0014828" West 291.00 feet to a point; thence South 89011132" East 301.94 feet to a point; thence South 00°2641" West 10421 feet to a point of curve; thence along a carve to the right 512.57 feet, said curve having a central angle of 90121'47", a radius of 325.00 feet and a long chord . bearing South 45'037'34" West 461.07 feet to the POINT OF BEGINNING, said parcel of land contains 12.26 acres, more or less, EXCEPT: PARCEL V (Lot 1, Block 2)(REVISED: 8/30/94) A parcel of land being a portion of the NE 1/4 of Section 22 and a portions of the NW 1/4 and the NE 1/4 of Section 23, TAN'., RAW., B.M., Ada County, .Idaho and more particularly described as follows: Commencing at a brass cap marking the Bast 1/4 corner of the said Section 22; thence along the Easterly boundary of the said NE 1/4 of Section 22 North 00°29'10" East 561.53 feet to a point on the Northerly right-of-way fine of the Phyllis Canal, also said point being the REAL POINT OF BEGINNING; thence along the said Northerly right-o&way line South 74°58137" West 374.09 feet to a point; thence continuing South 81115622" West 411.51 feet to a point of curve, thence along a curve to the left 215.32 feet, said curve having a central angle of 11"35'03", a radius of 1065.00 feet and a long chord bearing South 76108'50" West 214.96 feet to a point of tangent; thence continuing South 70121'19" West 268.76 feet to a point of curve, thence along a curve to the right 121.71 feet, said curve having a central angle of 16°01149", a radius of435.00 feet and a long chord bearing South 7802T14" West 121.31 feet to a point oftangent; thence continuing South 86°23'09" West 350.38 feet to a point;,thence continuing South 89028'06" West 195.35 feet to a point; thence continuing North 86058112" West 73.05 feet to a point; thence leaving the said Northerly Oght-of sway line of the Phyllis Canal Page 12 North 00046133" East 1778.52 feet to 8 point; thence South 89°20'12" East 1955.42 feet to a point on the said Easterly boundary of the said NE 1/4 of Section 22; thence along the said Easterly boundary of the said NE 114 of Section 22 South 00°29'12" West 658.77 feet to a point marking the Northwest corner of the South 1/2 of said NW 1/4 of Section 23; thence along the Northerly boundary of the said South 112 of the NW' 1/4 of Section 23 South 8903158" East 2631.23 feet to a point marking the Northeast corner of the said South 1/2 of the NW 1/4 of Section 23; thence along theEasterly boundary of the said NW 1/4 North 00°26'41" East 350.91 feet to a point; thence South 89133'19" East 200.00 feet to a point; thence South 00°26'41" West 300.00 feet to a point; thence South 89°33'19" East 7.2.98 feet to a point; thence South 00°2641" West 549.61 feet to a point on the said Northerly right-of-way line of the Phyllis Canal; thence along the said Northerly right-of-way line of the Phyllis Canal North 87022'26" West 130.70 feet to a point; thence continuing South 85000124" West 154.38 feet to a point; thence continuing South 74°15'48" West 86.56 feet to a point of curve; thence along a curve to the left 153.13. feet, said curve having a central angle of 15040'02", a radius of 560.00 feet and a long chord bearing South 66025'48" West 152.65 feet to a point of tangent; thence continuing South 58°35'47" West 192.43 feet to a point; thence continuing South 651104146" West 220.69 feet to a point ofcurve; thence along a curve to the right 95.60 feet, said curve having a central angle of 12026'55", a radius of 440.00 feet and a long chord bearing South 71°18'13" West 95.41 feet to a point of tangent; thence continuing South 77031141" West 311.17 feet to a p6int; thence continuing South 74°42`14" West 180.62 feet to a point; thence continuing South 6913746" West 319.18 feet to a point ofcurve; thence along a curve to the right 11.26 feet, said curve having a central angle of 00°56'06", a radius of 690.00 feet and a long chord bearing South 70°05'49" West 11.26 feet to a point marking a point of ending of curve, thence continuing North 1902608" West 5.00 feet to a point marking a point ofbeginning ofcurve; thence along a curve to the right 651.28 feet, said curve having a central angle of 54°28'31", a radius of 685.00 feet and a long chord bearing North 82°11153" West 627.02 feet to a point of tangent; thence continuing North 5405738" West 312.98 feet to a point ofcurve; thence along a curve to the left 275.23 . 1b�23UU$45fi - Page 13 feet, said curve having a central angle of 500-03'46", a radius of 315.00 feet and a long chord bearing..• North 79059'30" West 266.56 feet to a point oftangent; thence continuing South 74°58'37" West 15.34 feet to the POINT OF BEGINNING, said parcel of land contains 130.87 acres, more or less, (The total acreage for the parcel described above is 166.86 acres, more or less.) Cis 43474 64 OF �Pr�x A.'C�I'ti IS ''043.45'7 DEED FOR VALUE RECEIVED, Ardis C. Hewitt, the Grantor, does hereby grant, bargain, sell and convey unto Spurwing Limited Partnership, the Grantee, whose address is 200 North 4th Street, Suite 205, Boise, Idaho 83702, all of Grantor's right, title and interest is the real property located in Ada County, State of Idaho, and more particularly described in Exhibit "A", attached hereto and incorporated herein by reference. DATED thiel day of 1994. GRANTOR: STATE OF IDAHO ) Qkdh 4 0-- ARDIS C. REAM )ss. COUNTY OF ADA ) On this -944— day of 1994, before me, the undersigned Notary Public in and for said State, personally appeared Ardis C. Hewitt, known or identified to me to be the person whose name is subscribed in the foregoing instrument, and actmowledged to me that she executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my 91Afai�l seal, the day and year in this cert'if'icate first above written. lief o sidingat: 3 0 t c=; _; :.. Commission Expires: i 9 '9`# DEC, 31, ob od FEE 27K_ , 1623001458 DESCRIPTION FOR SPUMING SUBDIVISION (NON -GOLF COURSEPROPERTY) A parcel of land being a portions of the West 1/2 and the SE 1/4 of Sections 23, TAN., R 1W., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23; thence along the Westerly boundary of the said Section 23 North 00°20'40" East 40.00 feet to an iron pin on the Northerly right-of-way line of State Highway 20(F.A.P. No. F-3021(5)), also said point being the REAL POINT OF BEGINMQ,- thence continuing North 00020'40" East 2594.75 feet to a brass cap marking the West 1/4 corner of the said Section 23; thence continuing North 00029'10" East 457.75 feet to an iron pin on the Southerly right-of-way line of the Phyllis Canal; thence along the said Southerly right-of-way line North 74058'37" East 43.09 feet to an iron pin marking a point of curve, thence continuing along a curve to the right 187.86 feet, said curve having a central angle of 50003146", a radius of 215.00 feet and a long chord bearing South 79°59'30" East 181.94 feet to an iron pin marking a point of tangent; thence continuing South 54°57138" East 312.98 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 746.36.feet, said curve having a central angle of 54°28'31", a radius of 785.00 feet and a long chord bearing South 82011153" East 718.56 feet to an iron pin•marking a point of ending of curve; thence continuing North 19°26'08" West 10.00 feet to an iron pin marking a point of beginning of curve; thence continuing along a curve to the telt 12.65 feet, said curve having a central angle of 0015606", a radius of 775.00 feet and a long chord bearing North 70°05'49" East 12.65 feet to an iron pin marking a point of tangent; thence continuing North 69037146" East 315,41 feet to an iron pin; thence continuing North 74942'14" East 174.76 feet to an iron pin; thence continuing North 77031'41" East 309.07 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 114.07 feet, said curve having a central angle of 12°26'55"01 a radius of 525.00 feet and a long chord bearing North 71018'13" East 113.84 feet to an iron pin marking a point of tangent; thence continuing North 65°04'46" East 225.50 feet to an iron pin; thence continuing EAM 1823001459 Page 2 North 58035147" East 197.24 feet to.an iron pin marking a point of curve, thence continuing along a curve to the right 129.89 feet, said curve having a central angle of 1540'02", a radius of 475.00 feet and a long chord bearing North 66025148" East 129AS feet to an iron pin marking a point of tangent; thence continuing North 741115148" East 73.67 feet to an iron pin on the Easterly boundary of the said West 1/2 of the said Section 23; thence along the said Easterly boundary South 00°26'41" West 2053.22 feet to an iron pin; thence leaving the said Easterly boundary South 89'33'19" East 33,00 feet to a brass cap, thence along a line 33.00 feet Easterly of and parallel with the said Easterly boundary of the W 1/2 of Section 23 South 00°26'41" West 1280.88 feet to an iron pin on the said Northerly right-of-way line of State Highway 20, also said point marking a point of beginning of curve; thence along the said Northerly right-of-way line along a curve to the right 169AS feet, said curve having a central angle of 00°16158", a radius of 34337,48 feet and a long chord bearing North 89°20'01" 'West 169.45 feet to an iron pin marking a point of tangent; thence continuing North 89°11132" West 2491.26 feet to the POINT OF BEGINNING, said parcel of land contains 179.24 acres, more or less. AND: A parcel of land being portions of Sections 22 and 23, TAN., R.1W., B,M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest comer of the said Section 23, thence along the Westerly boundary of the said Section 23 North 00020'40" East 2634.75 feet to a brass cap marking the West 1/4 ofthe said Section 23; thence continuing North 00029'10" East 561.53 feet to a brass cap on the Northerly right-of-way line of the Phyllis Canal, also said point being the REAL POINT OF BEGINNING; thence along the said Northerly right-of-way line South 74058'37" West 374.09 feet to an iron pin; thence continuing South 81°56`22" West 411.51 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 215.32 feet, said curve having a central angle of 11°35'03"1, a radius of 1065.04 feet and a long chord bearing South 7&08`50" West 214.96 feet to an iron pin marking a point of tangent; thence continuing 1823001460 Page 3 South 70121119" West 268.76 feet to,8n irgn pin marking a point of curve; thence continuing along a curve to the right 121.71 feet, said curve having a central angle of 16001'49", a radius of 435.00 feet and a long chord bearing South 78°2214" West 121.31 feet to an iron pin marking a point of tangent; thence, continuing South 86023'09" West 350.38 feet to an iron pin; thence continuing South 89028106" West 195.35 feet to an iron pin; thence continuing North 86058'12" West 73.05 feet to an iron pin; thence continuing North 0004613" East 1778.52 feet to an iron pin on the Northerly boundary of the South 1/2 of the NE 1/4 of the NE 1/4 of said Section 22; thence along the said Northerly boundary South 89120'12" East 1955.42 feet to an iron pin marking the Northeast corner of the said South 1/2 oftheNE 1/4 of the NE 1/4 of Section 22; thence along the said Westerly boundary of the said Section 23 South 00129'10" West 658.77 feet to a point marking the Northwest corner of the South 112 oftheNW 1/4 of the said Section 23; thence along the Northerly boundary of the said South 1/2 of The NW 1/4 of Section 23 South 89031158" East 2631.23 feet to an iron pin marking the Northeast corner of the said South 1/2 of the NW 1/4 of Section 23; thence along the Easterly boundary of the said NW 1/4 of Section 23 North 0Od26'41" East 1316.57 feet to a brass cap marking the North 1/4 corner of the said Section 23; thence along the Northerly boundary of the.NE 1/4 of the said Section 23 South 89°5239" East 805.00 feet to an iron pin on the Southerly original meander line of the Boise River, thence along the said Southerly original meander line South O1°04'56" East 484.52 feet to an iron pin; thence continuing South 17°49'56" East 464.41 feet to an iron pin; thence continuing South 84°34'56" East 862.48 feet to an iron pin; thence continuing South 34°34'56" East 331.72 feet to an iron pin; thence continuing South 78004'56" East 497.58 feet to an iron pin; thence continuing South 66104156" East 159.76 feet to an iron pin on the Easterly boundary of the said NE 1/4 of Section 23; thence along the said Easterly boundary of the said NE 1/4 of Section 23 South QO°3tY35" West 282.23 feet to on iron pin on the extended Northerly right of way line of the said Phyllis Canal; thence along the said extended and Northerly right of way line of the Phyllis Canal South 78°36'01" West 924.35 feet to an iron pin; thence continuing South 89°42'01" West 651.80 feet to an iron pin; thence continuing North 791148'10" West 94.86 feet to an iron pin, thence continuing 1823001.961 Page 4 North 66012'20" West 205.06 feet to art iron pin; thence continuing North 74030132" West 169.26 feet to an iron pin; thence continuing South 87°11136" West 186.90 feet to an iron pin; thence continuing South 73158151" West 133.78 feet to an iron pin, thence continuing North 87°22'26" West 188.28 feet to an iron pin; thence continuing South 85100'24" West 154.38 feet to an iron pin; thence continuing South 74°15'48" West 86.56 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 153.13 feet, said curve having a central angle of 15°40'02", a radius of 560.00 feet and a long chord bearing South 66°2548" West 152.65 feet to an 'iron pin marking a point of tangent; thence continuing South 58135147" West 192.43 feet to an iron pin; thence continuing South 65°04'46" West 220.69 feet to an iron pin marling a point of curve; thence continuing along a curve to the right 95.60 feet, said curve having a central angle of 12026155", a radius of 440.00 feet and a long chord bearing South 71118'13" West 95.41 feet to an iron pin marking a point of tangent; thence continuing South 77°31'41" West 311.17 feet to an iron pin; thence continuing South 741042'14" West 180.62 feet to an iron pin; thence continuing South 69°37'46" West 319.18 feet to an iron pint marking a point of curve; thence continuing along a curve to the right 11.26 feet, said curve having a central angle of 00156106", a radius of 690.00 feet and a long chord bearing South 70005'49" West 11.26 feet to an iron pin marking a point of ending of curve; thence continuing North 19026'08" West 5.00 feet to an iron pin marking a point of beginning of curve; thence continuing along a curve to the right 651.28 feet, said curve having a central angle of 54°28`31", a radius of 685.00 feet and a long chord bearing North 82°11'53" West 627.02 feet to an iron pin marking a point of tangent; thence continuing North 54°57'38" West 312.98 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 275.23 feet, said curve having a central angle of 501103'46", a radius of 315.00 feet and a long chord bearing North 7905910" West 266.56 feet to an iron pin marking a point oftangent; thence continuing South 74°58137" West 15.34 feet to the POINT OF BEGINNING, said parcel of land contains 191.94 acres, more or less. 18233001462 Page 5 the above described parcels have a combined acreage of 371.23 acres, more or less, EXCEPT. PARCEL i (Lot 2, Block 1) A parcel of land being a portion of the SW 1/4 and the IM 1/4 of Section 23, TAN., P, 1W., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest comer of the said Section 23; thence along the Westerly boundary of the said SW 1/4 of Section 23 North 00020'40" East 324.83 feet to a point, said point being the REAL POINT OF BEGINNING; thence continuing North 00020'40" East 1575.37 feet to a point; thence South 89°39'20" East 130.00 feet to a point; thence North 00020'40" East 100.00 feet to a point; thence North 8903970" West 130.00 feet to a point; thence North 00020'40" East 634.56 feet to a point marking the West. 1/4 corner of the said Section 23; thence along the Westerly boundary of the said NW 1/4 North 00129'10" East 269.76 feet to an point; thence leaving the said Westerly boundary South 89030'50" East 30.00 feet to an point; thence South 00°29'10" West 269.72 feet to a point; thence South 00°20'40" West 240.08 feet to a point; thence South 55124'15" East 230.80 feet to a point; thence South 61°15'01" East 166.51 feet to a point; thence South 69"40'38" East 164.12 feet to a point; thence South 78°04'07" East 165.12 feet to a point; thence South 86131'06" East 167.26 feet to a point; thence North 89055137" East 146.00 feet to a point; thence South 81040105" East 107.13 feet to a point; thence South 68°32120" East 110.08 feet to a point; thence South 55013150" East 110.08 feet to a point; thence South 4105570" East 110.08 feet to a point; thence South 28°36'50" East 110.08 feet to a point; thence South 15°1870" East 110.08 feet to a point; thence South 05°33'18" East 336.96 feet to a point marking a point of beginning of curve; thence along a curve to the left 239.08 feet, said curve having a central angle of 36°31'45", a radius of 1823001463 Page 6 375.00 feet and a long chord bearing South 37038'28" West 235.05 feet to a point marking the point of ending of curve; thence North 35°09'43" West 122.77 feet to a point; thence North 4601432" West 334.17 feet to a point; thence North 56°51'30" West 485.23 feet to a point; thence North 80°58'30" West 220.10 feet to a point; thence South 03°00'40" East 291.05 feet to a point marking the point ofbeginning of curve; thence along a curve to the left 40,14 feet, said curve having a central angle of 46°00'00", a radius of 50.00 feet and a long chord bearing South 31°]6'49" West 39.07 feet to a point marking a point of ending of curve, thence North 81°43'11' West 68.89 feet to a point; thence South 00048'28" West 305.94 feet to a point; thence South 19°45'45" East 174.02 feet to a point; thence South 20037'12" West 531.07 feet to a point; thence South 00°48'28" West 164.90 feet to a point; thence South 75059'24" West 156,18 feet to a point of curve; thence along a curve to the right 36.43 feet, said curve having a central angle of 104°21'16", a radius of 20.00 feet and a long chord bearing North 51049108" West 31.60 feet to a point of ending of curve; thence North 89°39'20" West 30.00 feet to the POINT OF BEGINNING, said parcel of land contains 28.27 acres, more or less, EXCEPT: PARCEL H(Lot 4, Block 1) A parcel of land being a portion of the SW l 4 of Section 23, TAN., RAW., B.M., Ada County, Idaho and more particularly described as follows; Commencing at a brass cap marking the Southwest comer of the said Section 23; thence along the Westerly boundary of the said SW 1/4 of Section 23 North 00020'40" East 40.00 feet to a point on the Northerly right -or -way line of State Ifighway 20; thence along the said Northerly right -of way line South 89°11132" East 69.84 feet to a point of beginning of curve, also said point being the REAL POINT OF BEMNING; thence leaving the said Northerly right-of-way line along a curve to the right 31.25 feet, said curve having a central angle of 8913212", a radius of 20.00 feet and a long chord bearing Page 7 North 44025'26" West 28.17 feet to a point of tangent; thence North 00020140" East 177.61 feet to a point of curve; thence along a curve to the right 26.41 feet, said curve having a central angle of 7513814411, a radius of 20.00 feet and along chord beating North 38°1902" East 24.53 feet to a point of tangent; thence • . North 75°59124" East 194.94 feet to a point; thence South 85°0624" East 300.82 feet to a point; thence North 820I637" East 505.59 feet to a point; thence South 76°39'48" East 691.47 feet to a point; thence North 00048'28" East 789.24 feet to a point; thence North 34043'21" West 125.66 feet to a point; thence North 43012'34" West 245.54 feet to a point of curve; thence along a curve to the right 33.00 feet, said curve having a central angle of 94033'00", a radius of 20.00 feet and a long chord bearing North 04°03'55" East 29.38 feet to a point marking a point of compound curve; thence continuing along a curve to theright 172.48 feet, said curve having a central angle of 30124'28", a radius of 325.00 feet and a long chord bearing North 66°32`45" East 170,47 feet to a point marking a point of ending of curve; thence North 81044'53" East 123.12 feet to a point of curve; thence along a curve to the right 28.30 feet, said curve having a central angle of 81104118", a radius of 20.00 feet and a long chord bearing South 57°4258" East 26.00 feet to a point of reverse curve; thence along a curve to left 253.43 feet, said curve having a central angle of 23°00'43", a radius of 630.00 feet and a long chord' bearing South 28°41'11" East 251.33 feet to a point of tangent; thence South 40111132" East 62.57 feet to a point of curve, thence along a curve to the right 300.55 feet, said curve having a central angle of 41°00'0+3", a radius of 420.00 feet and a long chord bearing South 191141132" East 294.17 feet to a point of tangent; thence South 00148'28" West 417.11 feet to a point; thence South 02108'24" West 215.06 feet to a point; thence South 00148128" West 120.00 feet to a point of curve; thence along a curve to the right 78.54 feet, said curve having a central angle of 90°00'00", a radius of 50.00 feet and a long chord bearing 1823001465 Page 8 South 45048'28" West 70.71 feet to -a point oftangent on the said Northerly right-of-way line of State Highway 20; thence along the said Northerly right-of-way line North 89011'32" West 1926.96 feet to the POINT OF BEGYNNING, said parcel of land contains 19.70 acres, more or less, EXCEPT: PARCEL iii (Lot 78, Block 1) A parcel of land being a portion of the South 1/2 of Section 23, TAN., R.1W., S.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the South 1/4 corner of the said Section 23; thence along the Easterly boundary of the SW 1/4 of the said Section 23 North 00°2041" East 40.27 feet to a point marking a point of beginning of curve on the Northerly right-of-way line of State Highway 20, also said point being the REAL POINT OF BEGINNING; thence along the said Northerly right-of-way line along a curve to the left 33.00 feet, said curve having a central angle of 00°03118", a radius of 34337.48 feet and a long chord bearing South 8912051" East 33.00 feet to a point of ending of curve; thence leaving the said Northerly right-of-way line North 00026'41" East 1280.88 feet to a brass cap; thence North 89°33'19" West 33.00 feet to an iron pin; thence North 00°2041" East 782.86 feet to an iron pin; thence South 67°42'31" West 86.51 feet to a point marking a point of beginning of curve; thence along a curve to the right 311.59 feet, said curve having a central angle of 23002'08", a radius of 775.00 feet and a long chord bearing South 11"04'23" East 309.49 to a point of tangent; thence South 00°26'41" West 415.03 feet to a point of curve; thence along a curve to the right 591.42 feet, said curve having a central angle of 9011214711, a radius of 375.00 feet and along chord bearing South 45°37'34" West 532.01 feet to a point of tangent; thence North 89011132" West 95.03 feet to a point of curve; thence along a curve to the left 53.20 feet, said curve having a central angle of 101°36'18", a radius of 30.00 feet and along chord bearing South 40°00'19" West 46.50 feet to a point ofreverse curve; thence along a curve to the right 97.22 feet, said curve having a central angle of 11*3618", a radius of 480.00 feet and a long chord bearing 1823001466 Page 9 South 04°5941" East 97.06 feet to_a paint of tangent; thence South 0004828" West 417.11 feet to a point; thence South 00°31'28" East 215.06 feet to a point, thence South OV4878" West 120.00 feet to a point of curve; thence along a curve to the left 78.54 feet, said curve having a central angle of 90000'00", a radius of 50.00 feet and a long chord bearing ' South 44°112" East 70.71 feet to a point of tangent on the said Northerly right-of-way line of State Highway 20; thence along the said Northerly right-of-way line South 89111'32" East 324.46 feet to a point of curve; thence along a curve to the left 136.45 feet, said curve having a central angle of 00°13'40", a radius of 34337A8 feet and long chord bearing South 89118122" East 136.45 feet to the POINT OF BEGINNING, said parcel of land contains 13,27 acres more or less, EXCEPT: PARCEL IV (Lot 53, Block 1) A parcel of land being a portion of the SW 1/4 4nd the NW V4 of Section 23, TAN., R1W., B.M., Ada County, Idahoand more particularly described as follows: Commencing at a brass cap :narking the Southwest corner of the said Section 23; thence along the Southerly boundary of the said Section 23 South 89011'32" East 2627.62 feet to a brass cap marking the South I/4 comer of the said Section 23; thence North 20°35'26" West 1100.58 feet to a point, also said point being the REAL POINT OF BEGINNING; thence North 89011'32" West 131.03 feet to a point of curve, thence along a curve to the right 34.22 feet, said curve having a central angle of 65°21151", a radius of 30.00 feet and along chord bearing North 56°30137" West 32AO feet to a point of reverse curve; thence along a curve to the left 137.09 feet, said curve having a central angle of 16021'51", a radius of 480.00 feet and a long chord bearing North 32°00'37" West 136.63 feet to a point of tangent; thence North 4001182" West 62.57 feet to a point ofcurve; thence along a curve to the right 348.19 feet, said curve having a central angle of 35°00'00", a radius of 570.00 feet and a long chord bearing North 22°41'32" West 342.80 feet to a point of tangent; thence North 11112,01" West 46.13 feet to a point; thence North 84048'28" East 27I.85 feet to a point; thence 1820061467 Page 10 North 05011'32" West 162.61 feetJo a,point; thence North 1005945" West 185.94 feet to a point; thence North 20°43`08" West 185.94 feet to a point; thence North 30°26'31" West 185.94 feet to a point; thence North 40009'54" West 185.94 feet to a point; thence North 49053117" West 185.94 feet to a point; thence North 59°57'21" West 199,09 feet to a point; thence North 39002127" West 290.45 feet to a point on the Southerly right-of-way line of the Phyllis Canal; thence along the said Southerly right-of-way line North 691*37'46" East 92.95 feet to a point; thence leaving the said Southerly right -of --way line, South 51 1*56152" East 91.51 feet to a point; thence South 57°16123" East 66.76 feet to a point; thence South 36°4636" East 70.27 feet to a point; thence North 88003113" East 37.72 feet to a point; thence South 65°29104" East 32.65 feet to a point; thence South 38°54'13" East 56.82 feet to a point; thence South 23*081I5" East 40.00 feet to a point marking the point of beginning of curve; thence along a curve to the right 19.05 feet, said curve having a central angle of 02016'25", a radius 480.00 feet and a long chord bearing North 67059'58" East 19,05 feet to a point of compound curve; thence along a curve to the right 33.16 feet, said curve having a central of 94°59'19", a radius of 20.00 feet and a long chord bearing .South 63122'10" East 29.49 feet to a point of tangent; thence South 15°52'31" East 3.26 feet to a point; thence North 74°07'29" East 40.00 feet to a point; thence North 15°52'31" West 3,26 feet to a point of curve; thence along a curve to the right 33.16 feet, said curve hawing a central angle of94°59'19", a radius of 20.00 feet and a long chord bearing North 31037108" East 29.49 feet to a point of compound curve; thence along a curve to the right 68.09 feet, said curve having a central angle of 08°07'3811, a radius of 480.00 feet and a long chord bearing North 83010137" East 68.03 feet to a point of tangent; thence North 87014126" East 13.55 feet to a point; thence South 16001'40" East 223.99 feet to a point; thence South 25041'58" East 181.00 feet to a point; thence South 39°47'32" East 180.43 feet to a point; thence South 34139'48" East 153.54 feet to a point; thence 1.823001.468 Page 11 South 33°4273" East 105.62 feet to a point; thence South 19°20'07" East 107.02 feet to a point; thence South 04°45'45" East 110.67 feet to a point; thence South 00°4828" West 291.00 feet to a point; thence South 89011'32" East 301.94 feet to a point; thence South 00*2641" West 104.21 feet to a point of curve; thence along a curve to the right 512.57 feet, said curve having a central angle of 90°2114711, a radius of 325.00 feet and a long chord bearing South 45°37'34" West 461.07 feet to the POINT OF BEGINNING, said parcel of land contains 12.26 acres, more or less, EXCEPT: PARCEL V (Lot 1, Block 2)XVISED: 8/30/94) A parcel of land being a portion of the NE 1/4 of Section 22 and a portions of the NW 1/4 and the NE 1/4 of Section 23, TAN., R.1W., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marldng the East 1/4 corner of the said Section 22; thence along the Easterly boundary of the said NE 1/4 of Section 22 North 00°29110" East 561.53 feet to a point on the Northerly right-of-way line of the Phyllis Canal, also said point being the -REAL POINT OF BEGINNING; thence along the said Northerly right-of-way line South 74°5837" West 374.09 feet to a point; thence continuing South 81°5622" West 411.51 feet to a point of curve; thence along a curve to the left 215.32 feet, said curve having a central angle of 11035'03", a radius of 1065.00 feet and a long chord bearing South 76°08'50" West 214.96 feet to a point of tangent; thence continuing South 70°21'19" West 268.76 feet to a point of curve, thence along a curve to the right 121.71 feet, said curve having a central angle of 16°0114911, a radius of 435.00 feet and a long chord bearing South 78°22'14" West 121.31 feet to a point of tangent; thence continuing South 86023'09" West 350.38 feet to a point; thence continuing South 89128'06" West 195.35 feet to a point; thence continuing North 86058'12" West 73.05 feet to a point; thence leaving the said Northerly right-of-way line of the Phyllis Canal 1823001469 Page 12 North 00046'33" East 1778.52 feet to a point; thence South 89020112" East 1955.42 feet to a point on the said Easterly boundary of the said NE 1/4 of Section 22; thence along the said Easterly boundary of the said NE 114 of Section 22 South 00129'12" West 658.77 feet to a point marking the Northwest corner of the South 1/2 of said NW 114 of Section 23; thence along the Northerly boundary of the said South 1/2 of the NW. - 114 W -114 of Section 23 South 89031158" East 2631.23 feet to a point marking the Northeast corner of the said South 1/2 of the NW 1/4 of Section 23; thence along the Easterly boundary of the said NW 114 North 0002641" East 350.91 feet to a point; thence South 89°33'19" East 200.00 feet to a point; thence South 00"26'4I" West 300.00 feet to a point; thence South 89°33'19" East 7,2.98 feet to a point; thence South 00°26'41" West 549.61 feet to a point on the said Northerly right -of way line of the Phyllis Canal; thence along the said Northerly right-of-way line of the Phyllis Canal North 87022126" West 130.70 feet to a point; thence continuing South 85100124" West 154.38 feet to a point; thence continuing South 74°1548" West 86.56 feet to a point of cu.m; thence along a curve to the left 153.13,. feet, said curve having a central angle of 15°4010211, a radius of 560.00 feet and a long chord bearing South 66°2548" West 152.65 feet to a point of tangent; thence continuing South 58035'47" West 192.43 feet to a point; thence continuing South 65°04'46" West 220.69 feet to a point ofcurve; thence along a curve to the right 95.60 feet, said curve having a central angle of 12026155", a radius of 440.00 feet and a long chord bearing South 711018'13" West 95.41 feet to a point of tangent; thence continuing South 77°3141" West 311.17 feet to a point; thence continuing South 74°42'14" 'Nest 180,62 feet to a point; thence continuing South 6903746" West 319.18 feet to a point of curve, thence along a curve to the right 11.26 feet, said curve having a central angle of 0005606", a radius of 690.00 feet and a long chord bearing South 70005'49" West 11.26 feet to a point marking a point of ending of curve; tlience continuing North 1902608" West 5.00 feet to a point marling a point of beginning of curve; thence along a curve to the right 651.28 feet, said curve having a central angle of 54°28'31 ", a radius of 685.00 feet and a long chord bearing North 82011'53" West 627.02 feet to a point oftangent; thence continuing North 5405738" West 312.98 feet to a point of curve, thence along a curve to the left 275.23 feet, said curve having a central angle of 50°,03'46", a radius of 31S.00 feet and s long chord bearing North 79°5930" West 266.56 feet to a* point of tangent; thence continuing South 74058'37" West 15.34 feet to the POINT OF BEGINNING, said parcel of land contains 130.87 acres, more or less, (The total acreage for the parcel described above is 166.86 acres, more or less.) P" 4347 aIe , FOR VALUE RECEIVED, Spurwing Corporation, the Gr tqT. does h by grant, bargain, sell and convey unto Spurwing Limited Partnership, the Grantee whose aAdr`ess is`'Ao North 4th Street, Suite 205, Boise, Idaho 83702, all of Grantor's rift, #itle,andjnterest in„t1�,.I„e real property located in Ada County, State of Idaho, and more parti&htrly described' in -&Mbit "A', attached hereto and incorporated herein by reference. ~ 1823001485 DA'Z'ED this day of '1994. GRANTOR: SPURWTNG CORPORATION Y its STATE OF IDAHO ) )ss. County of Ada ) On this 3day of , 1994, before me the undersigned, a Notary Public in and for said State, personally appeared .&Z ;, , known or identified to me to be the of the entity that executed the instrument or the person who executed the instrutnent on behalf of said entity, and acknowledged to me that such entity executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal in said County the day and year first above written. 1823001486 DESCRIPTION FOR SPURWING SUBDIVISION (NON -GOLF COURSE PROPERTY) A parcel of land being a portions of the West 1/2 and the SE 1/4 of Sections 23, TAN., R.1W., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23; thence along the Westerly boundary of the said Section 23 North 00020'40" East 40.00 feet to an iron pin on the Northerly right-of-way line of State Highway 20(F.A.P. No. F-3021(5)), also said point being the REAL POINT OF BEGINNING; thence continuing North 00120'40" East 2594.75 feet to a brass cap marking the West 1/4 corner of the said Section 23; thence continuing North 00°29'10" East 457.75 feet to an iron pin on the Southerly right-of-way line of the Phyllis Canal; thence along the said Southerly right-of-way line North 74058137" East 43.09 feet to an iron pin marking a point of curve; thence continuing along a curve to the right 187.86 feet, said curve having a central angle of 50°0314611, a radius of 215.00 feet and a long chord bearing South 79059'30" East 181.94 feet to an iron pin marking a point of tangent; thence continuing South 54°5738" East 312.98 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 746.36 feet, said curve having a central angle of 54°28'31", a radius of 785.00 feet and a long chord bearing South 82011'53" East 718.56 feet to an iron pin marking a point of ending of curve; thence continuing North 1902608" West 10.00 feet to an iron pin marking a point of beginning of curve; thence continuing along a curve to the left 12.65 feet, said curve having a central angle of 00°56'06", a radius of 775.00 feet and a long chord bearing North 70005'49" East 12.65 feet to an iron pin marking a point of tangent; thence continuing North 69037'46" East 315.41 feet to an iron pin; thence continuing North 74042114" East 174.76 feet to an iron pin; thence continuing North 77031141" East 309.07 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 114.07 feet, said curve having a central angle of 12°2655", a radius of 525.00 feet and a long chord bearing North 71018'13" East 113.84 feet to an iron pin marking a point of tangent, thence continuing North 65004146" East 225.50 feet to an iron pin; thence continuing ILS23001487 Page 2 North 58"35'47" East 197.24 feet to an iron pin marking a point of curve; thence continuing along a curve to the right 129.89 feet, said curve having a central angle of 15°40'02", a radius of 475.00 feet and a long chord bearing North 66°25148" East 129.48 feet to an iron pin marking a point of tangent; thence continuing North 7401548" East 73.67 feet to an iron pin on the Easterly boundary of the said West 1/2 of the said Section 23; thence along the said Easterly boundary South 0002641" West 2053.22 feet to an iron pin; thence leaving the said Easterly boundary South 89°33'19" East 33.00 feet to a brass cap; thence along a line 33.00 feet Easterly of and parallel with the said Easterly boundary of the W 1/2 of Section 23 South 0002641" West 1280.88 feet to an iron pin on the said Northerly right-of-way line of State Highway 20, also said point'marking a point of beginning of curve; thence along the said Northerly right-of-way line along a curve to the right 169.45 feet, said curve having a central angle of 00°16'58", a radius of 34337.48 feet and a long chord bearing North 89°20`01" West 169.45 feet to an iron pin marking a point of tangent; thence continuing North 89°11'32" West 2491.26 feet to the POINT OF BEGINNING, said parcel of land contains 179.24 acres, more or less. AND: A parcel of land being portions of Sections 22 and 23, TAN., RAW., B.M•, Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest comer of the said Section 23, thence along the Westerly boundary of the said Section 23 North 00020`40" East 2634.75 feet to a brass cap marking the West 1/4 of the said Section 23; thence continuing North 00°29'l0" East 561.53 feet to a brass cap on the Northerly right-of-way line of the Phyllis Canal, also said point being the REAL POINT OF BEG1N(31NG; thence along the said Northerly right-of-way line South 74058'37" West 374.09 feet to an iron pin; thence continuing South 81°56`22" West 411.51 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 215.32 feet, said curve having a central angle of 1103510311, a radius of 1065.00 feet and a long chord bearing South 76008'50" West 214.96 feet to an iron pin marking a point of tangent; thence continuing 1823001488 Page 3 South 70121'19" West 268,76 feet to an iron pin marking a point of curve; thence continuing along a curve to the.right 121.71 feet, said curve having a central angle of 16°01'49", a radius of 435.00 feet and a long chord bearing South 78022'14" West 121.31 feet to an iron pin marking a point of tangent; thence. continuing South 86123'09" West 350.38 feet to an iron pin; thence continuing South 89028'06" West 195.35 feet to an iron pin; thence continuing North 86058'12" West 73.05 feet to an iron pin; thence continuing North 00°4633" East 1778.52 feet to an iron pin on the Northerly boundary of the South 1/2 of theNE 1/4 of the NE 1/4 of said Section 22; thence along the said Northerly boundary South 89°20'12" East 1955.42 feet to an iron pin marking the Northeast corner of the said South 1/2 of the NE 1/4 of the NE 1/4 of Section 22; thence along the said Westerly boundary of the said Section 23 South 00029'10" West 658.77 feet to a point marking the Northwest corner of the South 1/2 oftheNW 1/4 of the said Section 23; thence along the Northerly boundary of the said South 1/2 of the NW 1/4 of Section 23 South 89°31'58" East 2631.23 feet to an iron pin marking the Northeast corner of the said South 1/2 of the NW 1/4 of Section 23; thence along the Easterly boundary of the said NW 1/4 of Section 23 North 00°26'41" East 1316.57 feet to a brass cap marking the North 1/4 corner of the said Section 23; thence along the Northerly boundary of the NE 1/4 of the said Section 23 South 89°52'39" East 805.00 feet to an iron pin on the Southerly original meander line of the Boise River, thence along the said Southerly original meander line F,outh 01°04'56" East 44.52 feet to an iron pin; thence continuing South 1704956" East 464,41 feet to an iron pin; thence continuing South 84134'56" East 862.48 feet to an iron pin; thence continuing South 34°34'56" East 331,72 feet to an iron pin; thence continuing South 78004156" East 497.58 feet to an iron pin; thence continuing South 66004'56" East 159.75 feet to an iron pin on the Easterly boundary of the said NS 1/4 of Section 23; thence along the said Easterly boundary of the said NE 1/4 of Section 23 South 0003935" West 282.23 feet to an iron pin on the extended Northerly right ofway line of the said Phyllis Canal; thence along the said extended and Northerly right of way line of the Phyllis Canal South 78°36'01" West 924.35 feet to an iron pin; thence continuing South 89042'01" West 651.80 feet to an iron pin; thence continuing North 79048'10" West 94.86 feet to an iron pin; thence continuing 1823001489 Page 4 North 66012'20" West 205.06 feet to aniron pin; thence continuing North 74030'32" West 169.26 feet to an iron pin; thence continuing South 87°11'36" West 186.90 feet to an iron pin; thence continuing South 73058'51" West 133,78 feet to an iron pin; thence continuing North 87°2276" West 188,28 feet to an iron pin; thence continuing South 85000'24" West 154.38 feet to an iron pin; thence continuing South 7411548" West 86.56 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 153.13 feet, said curve having a central angle of 15°40'02", a radius of 560.00 feet and a long chord bearing South 66°25`48" West 152.65 feet to an iron pin marking a point of tangent; thence continuing South 58°3547" West 192,43 feet to an iron pin; thence continuing South 65°04'46" West 220.69 feet to an iron pin marking a point of curve; thence continuing along a curve to the right 95.60 feet, said curve having a central angle of 12°26'55", a radius of 440.00 feet and a long chord bearing South 71018'13" West 95.41 feet to an iron pin marking a point of tangent; thence continuing South 77°31'41" West 311.17 feet to an iron pin; thence continuing South 74°42'14" West 180.62 feet to an iron pin; thence continuing South 69°3746" West 319.18 feet to an iron pin marking a point of curve, thence continuing along a curve to the right 11.26 feet, said curve having a central angle of 00°56106", a radius of 690.00 feet and a long chord bearing South 70°05'49" West 11.26 feet to an iron pin marking a point of ending of curve; thence continuing North 1902608" West 5.00 feet to an iron pin marking a point of beginning of curve; thence continuing along a curve to the right 651.28 feet, said curve having a central angle of 54°28'31", a radius of 685.00 feet and a long chord bearing North 82011'53" West 627.02 feet to an iron pin marking a point of tangent; thence continuing North 54057'38" West 312.98 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 275.23 feet, said curve having a central angle of 50103146", a radius of 315.00 feet and a long chord bearing North 79059'30" West 266.56 feet to an iron pin marking a point oftangent; thence continuing South 74°5837" West 15.34 feet to the POINT OF BEGINNING, said parcel of land contains 191.94 acres, more or less. 1823001490 Page 5 the above described parcels have a combined acreage of 371.23 acres, more or less, EXCEPT. PARCEL I (Lot 2, Block 1) A parcel of land being a portion of the SW 1/4 and the NW 114 of Section 23, TAN., R, M, B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest comer of the said Section 23; thence along the Westerly boundary of the said SW 1/4 of Section 23 North 00°20'40" East 324.83 feet to a point, said point being the REAL PUNT OF BEGMING; thence continuing North 00120'40" East 1575.37 feet to a point; thence South 89°39120" East 130.00 feet to a point; thence North 00120140" East 100.00 feet to a point; thence North 89°39'20" West 130.00 feet to a point; thence North 00020'40" East 634.56 feet to a point marking the West 1/4 corner of the said Section 23; thence along the Westerly boundary of the said NW 1/4 North 001129110" East 269.76 feet to an point; thence leaving the said Westerly boundary South 89°30'50" East 30.00 feet to an point; thence South 00°29'10" West 269.72 feet to a point; thence ' South 00°20'40" West 240.08 feet to a point; thence South 55°24115" East 230.80 feet to a point; thence South 61015'010 East 166.51 feet to a point; thence South 69040'38" East 164.12 feet to a point; thence South 78°04'07" East 165.12 feet to a point; thence South 86031'06" East 167.26 feet to a point; thence North 8905537" East 146.00 feet to a point; thence South 81040105" East 107.13 feet to a point; thence South 68°32120" East 110.08 feet to a point; thence South 55013'50" East 110.08 feet to a point; thence South 41055120" East 110.08 feet to a point; thence South 28036150" East 110.08 feet to a point; thence South 15°18'20" East 110.08 feet to a point; thence South 05°33'18" East 336.96 feet to a point marking a point of beginning of curve, thence along a curve to the left 239.08 feet, said curve having a central angle of 36°31'45", a radius of 18233001491. Page 6 375.04 feet and a tong chord bearing • South 37°38'28" West 235.05 feet to a point marking the point of ending of curve; thence North 35°09'43" West 122.77 feet to a point; thence North 46014'32" West 334.17 feet to a point; thence North 56°51'30" West 485.23 feet to a point; thence North 80°58'30" West 220.10 feet to a point; thence South 03°00'40" East 291,05 feet to a point marking the point of beginning of curve; thence along a curve to the left 40.14 feet, said curve having a central angle of 46°00'00", a radius of 50.00 feet and a long chord bearing South 31*1649" West 39.07 feet to a point marking a point of ending of curve; thence North 81°43'11' West 68.89 feet to a point; thence South 00°4828" West 305.94 feet to a point; thence South 19°45'45" East 174.02 feet to a point; thence South 201137'12" West 531,07 feet to a point; thence South 00048'28" West 164.90 Feet to a point; thence South 7505924" West 156.18 feet to a point of curve; thence along a curve to the right 36.43 feet, said curve having a central angle of 104°21'16", a radius of 20.00 feet and a long chord bearing North 51°49'08" West 31.60 feet to a point of ending of curve; thence North 89039'20" West 34.00 feet to the POINT OF BEGINNING, said parcel of land contains 28.27 acres, more or less, EXCEPT. PARCEL IT(Lot 4, Block 1) A parcel of land being a portion of the SW 1/4 of Section 23, T.4N., R.1 W., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest comer of the said Section 23; thence along the Westerly boundary of the said SW 114 of Section 23 North 00020140" East 40.00 feet to a point on the Northerly right-of-way line of State Highway 20; thence along the said Northerly right-of-way line South 89°11132" East 69.84 feet to a point of beginning of curve, also said point being the TMAL POINT OF BEGINNING, thence leaving the said Northerly right-of-way line along a curve to the right 31.25 feet, said curve having a central angle of 89°32'12", a radius of 20.00 feet and a long chord bearing ISZ3001492 Page 7 North 44025126" West 28.17 feet to a point of tangent; thence North 00112x'40" East 177.61 feet to a point of curve; thence along a curve to the right 26.41 feet, said curve having a central angle of75*38'44", a radius of 20-00 feet and a long chord bearing North 38010'02" East 24.53 feet to a point of tangent; thence North 75059124" East 194.94 feet to a point; thence South 85006124" East 300.82 feet to a point; thence North 82°16137" East 505.59 feet to a point; thence South 76°39148" East 691.47 feet to a point; thence North 00048'28" East 789.24 feet to a point; thence North 34°43`21" West 125.66 feet to a point; thence North 4301234" West 245.54 feet to a point ofcurve., thence along a curve to the right 33.00 feet, said curve having a central angle of 94133'00", a radius of 20.OD feet and a long chord bearing - North 04003'55" East 29.38 feet to a point marking a point of compound curve; thence continuing along a curve to the right 172.48 feet, said curve having a central angle of30°24'28", a radius of 325.00 feet and a long chord bearing North 66°32'45" East 170.47 feet to a point marldng a point of ending of curve; thence North. 81"44'53" East 123.12 feet to a point of curve; thence along a curve to the right 28.30 feet, said curve having a central angle of 81°04118", a radius of 20.00 feet and a long chord bearing South 57°42158" East 26.00 feet to a point of reverse curve, thence along a curve to left 253.03 feet, said curve having a central angle of 23000'43", a radius of 630.00 feet and a long chord' bearing South 28°41'1 I" East 251.33 feet to a point of tangent; thence South 40°11'32" East 62.57 feet to a point of curve; thence along a curve to the tight 300.55 ' feet, said curve having a central angle o£41oonO", a radius of 420.00 feet and a long chord bearing South 19°41132" East 294.17 feet to a point of tangent; thence South 00°48'28" West 417.11 feet to a point; thence South 02°08'24" West 215.06 feet to a point; thence South 0004828" West 120.00 feet to a point of curve; thence along a curve to the right 78.54 feet, said curve having a central angle of 90100'00", a radius of 50,0D feet and a long chord bearing 182300.993 Page 8 South 45048128" West 70.71 feet to a point of tangent on the said Northerly right-of-way line of State Highway 20; thence along the said N65rtherly right-of-way line North 89011'32" West 1926.96 feet to the POINT OF BEGINNING, said parcel of land contains 19.70 acres, more or less, EXCEPT; PARCEL M (Lot 78, Block 1) A parcel of land being a portion of the South 1/2 of Section 23, TAN., R.1W., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the South 1/4 corner ofthe said Section 23; thence along the Easterly boundary of the SW 1/4 ofthe said Section 23 Worth 00°26'41" East 40.27 feet to a point marking a point of beginning of curve on the Northerly right-of-way line of State Highway 20, also said point being the REAL POINT OF BEGINNING; thence along the said Northerly right-of-way line along a curve to the left 33.00 feet, said curve having a central angle of 0010311811, a radius of 34337.48 feet and a Ion's chord bearing South 89°26'51" East 33.00 feet to a point of ending of curve; thence leaving the said Northerly right-of-way line North 00°26'41"East 1280.88 feet to a brass cap; thence North 89x33119" West 33.00 feet to an iron pin; thence North 00x26'41" East 782.86 feet to an iron pin; thence South 67°42'31" West 86.51 feet to a point marking a point of beginning of curve; thence along a curve to the right 311.59 feet, said curve having a central angle of 23°02'08", a radius of 775.00 feet and a long chord bearing South 11x04123" East 309.49 to a point of tangent; thence South 00x2641" West 4I5.03 feet to a point of curve, thence along a curve to the right 591.42 feet, said curve having a central angle of 90°21'4711, a radius of 375.00 feet and along chord bearing South 45°37'34" West 532.0; feet to a point of tangent; thence North 89x11'32" West 95.03 feet to a point of curve; thence along a curve to the left.53.20 feet, said curve having a central angle of 101°36'18", a radius of 30.00 feet and along chord bearing South 40°00'19" West 46.50 feet to a point ofreverse curve; thence along a curve to the Fight 97.22 feet, said curve having a central angle of 11°36'18", a radius of 490.00 feet and a long chord bearing 1823001494 Page 9 South 04°59'41" East 97.06 feet to -e point of tangent; thence South 00°48`28" West 417.11 feet to a point; thence South 00031128" East 215.06 feet to a point, thence South 0004878" West 120.00 feet to a point of curve; thence along a curve to the left 78.54 feet, said curve having a central angle of 90°00'00", a radius of 50.OD feet and a long chord bearing South 44°11'32" East 70.71 feet to a point oftangent on the said Northerly right-of-way line of State Highway 20; thence along the said Northerly right-of-way line South 890112" East 324.46 feet to a point of curve; thence along a curve to the left 136.45 feet, said curve having a central angle of 00°13'4011, a radius of 34337.48 feet and long chord bearing South 89118'22" East 136.45 feet to the PONT OF BEGINNING, said parcel of land contains 13.27 acres more or less, EXCEPT: PARCEL IV (Lot 53, Block 1) A parcel ofland being a portion of the SW 1/4 and the NW 1/4 of Section 23, TAN., R. 1W., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23; thence along the Southerly boundary of the said Section 23 South 89111132" East 2627.62 feet to a brass cap marking the South 114 corner of the said Section 23; thence North 2003526" West 1100.58 feet to a point, also said point being the REAL POINT OF BEGINNING; thence North 89011'32" West 131.03 feet to a point of curve, thence along a curve to the right 34.22 feet, said curve having a central angle of 65021151", a radius of 30.00 feet and a long chord bearing North 5603037" West 32.40 feet to a point of reverse curve; thence along a curve to the left 137.09 feet, said curve having a central angle of 16°21'51 ", a radius of 480.00 feet and a long chord bearing North 32°00`37" West 136.63 feet to a point oftangent; thence North 40°1132" West 62.57 feet to a point ofcurve; thence along a curve to the right 348.19 feet, said curve having a central angle of 35000'00", a radius of 570.00 feet and a long chord bearing North 22°4112" West 342.80 feet to a point of tangent; thence North I P24151" West 46.13 feet to a point, thence North 84048128" East 271.85 feet to a point; thence 1823001495 Page 10 North 05011'32" West 162.61 feewo a.point; thence North I005945" West 185.94 feet to a point; thence North 20043'08" West 185.94 fact to a point; thence North 30°26'31" West 185,94 feet to a point; thence North 40009'54" West 185.94 feet to a point; thence North 491153117" West 185.94 feet to a point; thence North 5905721" West 199.09 feet to a point; thence North 3900277" West 290.45 feet to a point on the Southerly right-of-way line of the Phyllis Canal; thence along the said Southerly right-of-way line North 69°3746" East 92.95 feet to a point; thence leaving the said Southerly right-of-way line. South 51°5652" East 91.51 feet to a point; thence South 57016123" East 66.76 feet to a point; thence South 3604636" East 70.27 feet to a point; thence North 88°03'13" East 37.72 feet to a point; thence South 65029'04" East 32.65 feet to a point; thence South 38054113" East 56.82 feet to a point; thence South 23008115" East 40,00 feet to a point marking the point of beginning of curve; thence along a curve to the right 19.05 feet, said curve having a central angle of 02°16'25", a radius 480.00 feet and a long chord bearing North 67059158" East 19.05 feet to a point of compound curve; thence along a curve to the right 33.16 feet, said curve having a central of 94159'19", a radius of 20.00 feet and a long chord bearing South 63022110" East 29.49 feet to a point of tangent; thence South 15°52'31" East 3,266 feet to a point; thence North 7400729" East 40.00 feet to a point; thence North 15°52'31" West 3.26 feet to a point of curve; thence along a curve to the right 33.16 feet, said curve having a central angle of 94059119", a radius of 20.00 feet and a long chord bearing North 31,13710811 -East 29.49 feet to a point of compound curve; thence along a curve to the right 68.09 feet, said carve having a central angle of 08°07'38", a radius of 480.00 feet and a long chord beating North 83010137" East 68.03 feet to a point of tangent; thence North 87014'26" East 13.55 feet to a point; thence South 16°0140" East 223.99 feet to a point; thence South 25°41'58" East 181.00 feet to a point; thence South 39047'32" East 180,43 feet to a point; thence South 34039148" East 153.54 feet to a point; thence 1823001496 Page 11 South 3304223" East 105.62 feet to a point; thence South 19020'07" East 107.02 feet to a point; thence South 04045145" East 110.67 feet to a point; thence South 00°48°28" West 291.00 feet to a point; thence South 89011'32" East 301.94 feet to a point; thence South 00°2641" West 104.21 feet to a point of curve; thence along a curve to the right, 512.57 feet, said curve having a central angle of 90021147", a radius of 325.00 feet and a tong chord bearing South 45°3734" West 461.07 feet to the POINT OF BEGINNING, said parcel of land contains 12.26 acres, more or less, EXCEPT: PARCEL V (Lot 1, Block 2)(RBVISED: 8/30194) A parcel of land being a portion of the NE 1/4 of Section 22 and a portions of the NW 1/4 and the NE 1/4 of Section 23, T.4N., RAW., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the East 1/4 corner of the said Section 22; thence along the Easterly boundary of the said NE 1/4 of Section 22 North 00°2910" East 561.53 feet to a point on the Northerly right-of-way line of the Phyllis Canal, also said point being the REAL POINT OF BEGINNING; thence along the said Northerly right-of-way line South 74058'37" West 374.09 feet to a'point; thence continuing South 81°56'22" West 411.51 feet to a point of curve; thence along a curve to the left 215.32 feet, said curve having a central angle of 11°35'03", a radius of 1065.00 feet and a long chord bearing South 76°08'50" West 214.96 feet to a point of tangent; thence continuing South 70°21'19" West 268.76 feet to a point of curve, thence along a curve to the right 121.71 feet, said curve having a central angle of I6001149", a radius of 435.00 feet and a long chord beating South 78022114" West 121.31 feet to a point of tangent; thence continuing South 86023'09" West 350.38 feet to a point; thence continuing South 89°28'06" West 195.35 feet to a point; thence continuing North 86°S8'12" West 73.05 feet to a point; thence leaving the saidNortherly sight -of -way line of the Phyllis Canal 182300.497 Page 12 North 00046'33" East 1778.52 feet to a point; thence South 89°20'12" East 1955.42 feet to a point on the said Easterly boundary of the said NE 1/4 of Section 22; thence along the said Easterly boundary of the said NE 1/4 of Section 22 . South 00'2V12" West 658.77 feet to a point marking the Northwest corner of the South 1/2 of said NW 1/4 of Section 23; thence along the Northerly boundary of the said South 1/2 of the NW' 1/4 of Section 23 South 89131'58" East 2631.23 feet to a point marking the Northeast corner of the said South 1/2 of the NW 1/4 of Section 23, thence along the Easterly boundary of the said NW 1/4 North 00°26'41" East 350.91 feet to a point; thence South 89133'19" East 200.00 feet to a point; thence South 00°26'41" West 300.00 feet to a point; thence South 89133'19" East 72.98 feet to a point; thence South 00°2641" West 549.61 feet to a point on the said Northerly right -or -way line of the Phyllis Canal; thence along the said Northerly right-of-way line of the Phyllis Canal North 87022126" West 130.70 feet to a point; thence continuing South 85100'24" West 154.38 feet to a point; thence continuing South 74°15'48" West 86.56 feet to a point of curve; thence along a curve to the left 153.13 feet, said curve having a central angle of 15°40'02", a radius of 560.00 feet and a long chord bearing South 66°25'48" West 152.65 feet to a point of tangent; thence continuing South 58135'47" West 192.43 feet to a point; thence continuing South 6510446" West 220.69 feet to a point of curve; thence along a curve to the right 95.60 feet, said curve having a central angle of 121265511, a radius of 440.00 feet and a long chord bearing South 71°18'13" West 95.41 feet to a point of tangent; thence continuing South 77°31'41" West 311.17 feet to a point; thence continuing South 74°42'14" West 180.62 feet to a point; (hence continuing South 69°3746" West 319.18 feet to a point of curve; thence along a curve to the right 11,26 feet, said curve having a central angle of 0005606"1 a radius of 690.00 feet and a long chord bearing South 70005149" West 11.26 feet to a point marking a point of ending of curve; thence continuing North 19°2608" West 5.00 feet to a point marking a point of beginning of curve, thence along a curve to the right 651.28 feet, said curve having a central angle of 54°2831", a radius of 685.00 feet and a long chord bearing North 82011'53m West 627.02 feet to a point of tangent; thence continuing North 5405738" West 312.98 feet to a point ofcurve; thence along a curve to the left 275.23 I.� 1823001498 Page 13 feet, said curve having a central angle of 500314611, a radius of 313.00 feet and a long chord bearing North 79059'30" West 266.56 feet to point of tangent; thence continuing South 7405$'37" West 15.34 feet to the POINT OF BEGINNING, said parcel of land contains 130.87 acres, more or less, (The total acreage for the parcel described above is 166.86 acres, more or less) 4347 a lex A. x�b nti? ZG50 DEED i. FOP, VALUE RECEIVED, John W. Hewitt, the Grantor, doZ) i�iereb� g, i/Ogaiptrand convey unto Spurwing Limited Partnership, the Grantee, whose address%is2V0 tio4th Street, Suite 205, Boise, Idaho 83702, all of Grantor's right, title an�,�iiitere9 In the re.al.property located in Ada County, State of Idaho, and more particularly described. in Exhibit- "A"". attaoW hereto and incorporated herein by reference. 1823001499 DATED U-4-,eday of —a-0#)1994. GRANTOR: STATE OF IDAHO )ss. COUNTY OF ADA ) / On this %S� day of ej�� , 1994, before me, the undersigned Notary Public in and for said State, personally appeared J014N W. HEWITT, known or identified to me to be the person whose name is subscribed in the foregoing instrument, and acknowledged to me that he executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year in this certificate first above written. 182 OO1500 DESCRIPTION FOR SPURWING SU13DMSION (NON -GOLF COURSE PROPERTY) A parcel of land being a portions of the West 1/2 and the SE 1/4 of Sections 23, TAN., RAW., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23; thence along the Westerly boundary of the said Section 23 North 00020'40" East 40.00 feet to an iron pin on the Northerly right-of-way line of State Highway 20(F.A.P. No. F-3021(5)), also said point being the REAL POINT OF BEGINNING; thence continuing North 00°20'40" East 2594.75 feet to a brass cap marking the West 1/4 comer of the said Section 23; thence continuing North 00029'10" East 457.75 feet to an iron pin on the Southerly right-of-way line of the Phyllis Canal; thence along the said Southerly right-of-way line North 74058137" East 43.09 feet to an iron pin marking a point of curve; thence continuing along a curve to the right 187.86 feet, said curve having a central angle of 50°03'4611, a radius of 215.00 feet and a long chord bearing South 79°S9`30" East 181.94 feet to an ion pin marking a point of tangent; thence continuing South 5415738" East 312.98 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 746.36 feet, said curve having a central angle of 54°28'31", a radius of 785.00 feet and a long chord beating South 82°11'53" East 718.56 feet to an iron pin, marking a point of ending of curve; thence continuing North ]9°2608" 'West 10.00 feet to an iron pin marking a point of beginning of curve; thence continuing along a curve to the left 12.65 feet, said curve having a central angle of 0005610611, a radius of 775.00 feet and a long chord bearing North 70005'49" East 12,65 feet to an iron pin marking a point of tangent; thence continuing North 69637146" East 315.41 feet to an iron pin; thence continuing North 74°42'14" East 174.76 feet to an iron pin; thence continuing North 77031141" East 309.07 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 114.07 feet, said curve having a central angle of 1202655", a radius of 525.00 feet and a long chord bearing North 71018113" East 113.84 feet to an iron pin marking a point oftangent; thence continuing North 65°04'46" East 225.50 feet to an iron pin; thence continuing 1823001501 Page 2 North 5803547" East 197.24 feet to -an iron pin marking a point of curve; thence continuing along a curve to the right 129.89 feet, said curve having a central angle of 15°40102", a radius of 475.00 feet and a long chord bearing North 66°25`48" East 129.48 feet to an iron pin marking a point of tangent; thence continuing North 74°15'48" East 73.67 feet to an iron pin on the Easterly boundary of the said West 1/2 of the said Section 23; thence along the said Easterly boundary South 006'41" West 2053.22 feet to an iron pin; thence leaving the said Easterly boundary South 89°33'19" Bast 33.00 feet to a braes cap; thence along a line 33.00 feet Easterly of and parallel with the said Easterly boundary of the W 1/2 of Section 23 South 00°26'41" West 1280.88 feet to an iron pin on the said Northerly right-of-way line of State Highway 20, also said point marking a point of beginning of curve; thence along the said Northerly right-of-way line along a curve to the right 169.45 feet, said curve having a central angle of 00°16'58", a radius of 34337.48 feet and a long chord bearing North 89020'0l" West 169.45 feet to an iron pin marking a point of tangent; thence continuing North 89011132" West 2491.26 feet to the POINT OF BEG3[N ING, said parcel of land contains 179.24 acres, more or less. AND: A parcel of land being portions of Sections 22 and 23, TAX, R.1W., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23, thence along the Westerly boundary of the said Section 23 North 00020'40" East 2634.75 feet to a brass cap marking the West 1/4 of the said Section 23; thence continuing North 00°29'10" East 561.53 feet to a brass cap on the Northerly right -of way line of the Phyllis Canal, also said point being the REAL POINT OF BEGINNING, thence along the said Northerly right-of-way line South 741158'37" West 374.09 feet to an iron pin; thence continuing South 8115612" West 411.51 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 215.32 feet, said curve having a central angle of 11°35'03", a radius of 1065.00 feet and a long chord bearing South 76°08'50" West 214.96 feet to an iron pin marking a point of tangent; thence continuing 1823001502 Page 3 South 70°21'19" West 268.76 feet to an iron pin marking a point of curve, thence continuing along a curve to the right 121.71 feet, said curve having a central angle of 16°01'49", a radius of 435.00 feet and a long chord bearing South 78°22'14" West 121.31 feet to an iron pin marking a point of tangent; thence. continuing South 86°23'09" West 350.38 feet to an iron pin; thence continuing South 89°28'06" West 195.35 feet to an iron pin; thence continuing North 86058'12" West 73.05 feet to an iron pin; thence continuing North 00046`33" East 1778.52 feet to an iron pin on the Northerly boundary of the South 1/2 ofthe NE 1/4 of the NE 1/4 of said Section 22; thence along the said Northerly boundary South 89020'12" East 1955.42 feet to an iron pin marking the Northeast corner of the said South 1/2 of the NE 1/4 oftheNE 1/4 of Section 22; thence along the said Westerly boundary of the said Section 23 South 001"29'10" West 658.77 feet to a point marking the Northwest corner of the South 1/2 ofthe NW 1/4 of the said Section 23; thence along the Northerly boundary of the said South 1/2 of the NW 1/4 of Section 23 South 89°31'58" East 2631.23 feet to an iron pin marking the Northeast corner of the said South 1/2 of the NW 1/4 of Section 23; thence along the Easterly boundary of the said NW 1/4 of Section 23 North 00°26'41" East 1316.57 feet to a brass cap marking the North 1/4 corner of the said Section 23; thence along the Northerly boundary of the NE 1/4 of the said Section 23 South 89152'39" East 805.00 feet to an iron pin on the Southerly original meander line of the Boise River, thence along the said Southerly original meander line South 01104'56" East 484.52 feet to an iron pin, thence continuing South 1704915§" East 464.41 feet to an iron pin; thence continuing South 84°34'56" East 862.48 feet to an iron pin; thence continuing South 34°34'56" East 331.72 feet to an iron pin; thence continuing South 78004'56" East 497.58 feet to an iron pin; thence continuing South 6600456" East 159.76 feet to an iron pin on the Easterly boundary of the said NE 1/4 of Section 23; thence along the said Easterly boundary of the said NE 1/4 of Section 23 South 00°30'35" West 282.23 feet to are iron pin on the extended Northerly right of way line of the said Phyllis Canal; thence along the said extended and Northerly right of way line of the Phyllis Canal South 78°36'01" West 924.35 feet to an iron pin; thence continuing South 89042'01" West 651.80 feet to an iron pin; thence continuing North 79048110" West 94.86 feet to an iron pin; thence continuing 182300,503 Page 4 North 66012120" West 205,06 feet to an iron pin; thence continuing North 74030'32" West 169.26 feet to an iron pin; thence continuing South 87°11136" West 18690 feet to an iron pin; thence continuing South 73°58'51" West 133.78 feet to an iron pin; thence continuing North 8702226" West 188.28 feet to an iron pin; thence continuing South 85°40'24" West 154.38 feet to an iron pin; thence continuing South 7401548" West 86.56 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 153.13 feet, said curve having a central angle of 15140`02", a radius of 560.00 feet and a long, chord bearing South 66°25'48" West 152.65 feet to an iron pin marking a point of tangent; thence continuing South 58°3547" West 192.43 feet to an iron pin; thence Continuing South 65°04'46" West 220.69 feet to an iron pin marking a point of curve; thence continuing along a curve to the right 95.60 feet, said curve having a central angle of 12°26155", a radius of 440.00 feet and a long chord bearing South 71°18'13" West 95.41 feet to an iron pin marking a point of tangent; thence continuing South 77°31'41" West 311.17 feet to an iron pin; thence continuing South 74°42'14" West 180.62 feet to an iron pin; thence continuing South 69037146" West 319.18 feet to an iron pin marking a point of curve, thence continuing along a curve to the right 11.26 feet, said curve having a central angle of 00°56'06", a radius of 690,00 feet and a long chord bearing South 70003'49" West 11.26 feet to an iron pin marking a point ofending-of curve; thence continuing North 19°26'08" West 5.00 feet to an iron pin marking a point of beginning of curve; thence continuing along a curve to the right 651.28 feet, said curve having a central angle of 5402813111, a radius of 685.00 feet and a long chord bearing North 82011'53" West 627.02 feet to an iron pin marking a point of tangent; thence continuing North 5405738" West 312.98 feet to an iron pin marking a point ofcurve; thence continuing along a curve to the left 275.23 feet, said curve having a central angle of 50003'46", a radius of 315.00 feet and a long chord bearing North 79°5930" West 266.56 feet to an iron pin marking a point of tangent; thence continuing South 74058'37" West 15.34 feet to the MINT OF BEGINNING, Said parcel of land contains 191.94 acres, more or less, ISZ3001504 Page S the above described parcels have a combined acxeage of 371.23 acres, more or less, EXCEPT: PARCEL I (Lot 2, Block 1) A parcel of land being a portion ofthe SW 1/4 and the NW 1/4 of Section 23, TAA, B..IW., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23; thence along the Westerly boundary of the said SW 1/4 of Section 23 North 00020'40" East 324.83 feet to a point, said point being the ILEAL POINT OF BEGINNING; thence continuing North 00020140" East 1575.37 feet to a point; thence South 89039'20" East 130.00 feet to a point; thence North 00120140" East 100.00 feet to a point; thence North 89039'20" West 130.00 feet to a point; thence North 00°20'40" East 634.56 feet to a point marking the West 1/4 corner of the said Section 23; thence along the Westerly boundary of the said NW 1/4 North 00029'10" East 269.76 feet to an point; thence leaving the said Westerly boundary South 89°30'SO" East 30.00 feet to an point; thence South 00029110" West 269.72 feet to a point; thence South 00°20'40" West 240.08 feet to a point; thence South 55024'15" East 230.80 feet to a point; thence South 61015'01" East 166.51 feet to a point; thence South 69°40'38" East 164.12 feet to a point; thence South 78004107" East 165.12 feet to a point; thence South 86031106" East 167.26 feet to a point; thence North 89°5537" East 146.00 feet to a point; thence South 81040'05" East 107.13 feet to a point; thence South 68132'20" East 110.08 feet to a point; thence South 55113'50" East 110.08 feet to a point; thence South 41055`20" East 110.08 feet to a point; thence South 28036'50" East 110.08 feet to a point; thence South 1501870" East 110.08 feet to a point; thence South 05°33'18" East 336.96 feet to a point marking a point of beginning of curve; thence along a curve to the left 239.08 feet, said curve having a central angle of 36°31'45"2 a radius of 1823001503 Page 6• 375.00 feet and a long chord beating , South 37038128" West 235.05 feet to a point marking the point of ending of curve; thence North 35009'43" West 122.77 feet to a point; thence North 46014132" West 334.17 feet to a point; thence - North 56051130" West 485.23 feet to a point; thence North 80°58130" West 220.10 feet to a point; thence South 03°00'40" East 291.05 feet to a point marking the point of beginning of curve; thence along a curve to the left 40.14 feet, said curve having a central angle of 46°00'00", a radius of 50.00 feet and a long chord bearing South 31016149" West 39.07 feet to a point marking a point of ending of curve; thence North 81°43'11' West 68.89 feet to a point; thence South 00048128" West 305.94 feet to a point; thence South 19045145" East 174.02 feet to a point; thence South 20°37'12" West $31.07 feet to a point; thence South 00148'28" West 164.90 feet to a point; thence South 75°59`24" West 156.18 feet to a point of carve, thence along a curve to the right 36.43 feet, said curve having a central angle of 104°21116", a radius of 20.00 feet and a long chord bearing North 51°49'08" West 31.60 feet to a point of ending of curve; thence North 89°39120" West 30.00 feet to the POINT OF BEGINNING, said parcel of land contains 28.27 acres, more or less, EXCEPT: PARCEL I1(Lot 4, Block 1) • 5• A parcel of land being a portion of the SW 114 of Section 23, TAR, R1W., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23; thence along the Westerly boundary of the said SW 1/4 of Section 23 North 00112040" East 40.00 feet to a point on the Northerly right -of way line of State Ifighway 20; thence along the said Northerly right•of--way line South 89011'32" East 69.84 feet to a point of beginning of curve, also said point being the REAL POINT OF BEGn1NING; thence leaving the said Northerly right-of-way line along a curve to the right 31.25 feet, said curve having a central angle of 89°32'121, a radius of 20.00 feet and a long chord beating ISZ3UD1506 Page 7 North 44025'26" West 28.17 feet to a point of tangent; thence North 00°20'40" East 177.61 feet to a point of curve; thence along a curve to the right 26.41 feet, said curve having a central angle of 75138'44", a radius of 20.00 feet and a long chord bearing North 38010'02" East 24.53 feet to a point of tangent; thence North 7505974" East 194.94 feet to a point; thence South 85°06'24" East 300.82 feet to a point; thence North 82°16'37" East 505.59 feet to a point; thence South 7603948" East 691.47 feet to a point; thence North 00°48128" East 789.24 feet to a point; thence North 34043'21" West 125.66 feet to a point; thence North 4301234" West 245.54 feet to a point of curve; thence along a curve to the right 33.00 feet, said curve having a central angle of 94033100", a radius of 20.00 feet and a long chord bearing North 04°03'55" East 29.38 feet to a point marking a point of compound curve; thence continuing along a curve to the right 172.48 feet, said curve having a central angle of 30124'2811, a radius of 325.00 feet and a long chord bearing North 66°32'45" East 170.47 feet to a point marking a point of ending of curve; thence North 81044'53" East 123.12 feet to a point of curve; thence along a curve to the right 28.30 feet, said curve having a central angle of 81104'1811, a radius of 20.00 feet and a long chord bearing South 57°42'58" East 26.00 feet to a point of reverse curve; thence along a curve to left 253.03 feet, said curve having a central angle of 23000'43", a radius of 630.00 feet and a long chord, bearing South 28°41'11" East 251.33 feet to a point of tangent; thence South 40°11'32" East 62.57 feet to a point of curve; thence along a curve to the right 300,55' feet, said curve having a central angle of 41°00'00", a radius of 420.00 feet and a long chord bearing South 19141'32" East 294.17 feet to a point of tangent; thence South 00048128" West 417.11 feet to a point; thence South 02°08'24" West 215.06 feet to a point; thence South 00°4878" West 120.00 feet to a point of curve; thence along a curve to the right 78.54 feet, said curve having a central angle of 90000100", a radius of 50.00 feet and a long chord bearing Page 8 South 45°4828" West 70.71 feet to.a point oftangent on the said Northerly right-of-way line of State Highway 20; thence along the said Northerly right-of-way line North 89011'32" West 1926.96 feet to the POINT OF BEGINNING, said parcel of land contains 19.70 acres, more or less, EXCEPT. PARCEL III (Lot 78, Block 1) A parcel of land being a portion of the South 1/2 of Section 23, TAN., R.1W., IB.I4., Ada County, Idaho and more particularly described as follows; Commencing at a brass cap marking the South 1/4 corner of the said Section 23; thence along the Easterly boundary of the SW 1/4 of the said Section 23 North 0002041" East 40.27 feet to a point marking a point of beginning of curve on the Northerly right-of-way line of State Highway 20, also said point being the REAL POINT OE BEGINNING; thence along the said Northerly right-ofway line along a curve to the left 33.00 feet, said curve having a central angle of 00°03'18", a radius of34337.48 feet and a long chord bearing South 89°26'51" East 33.00 feet to a point of ending of curve; thence leaving the said Northerly right-of-way line North 00°2041" East 1280.88 feet to a brass cap; thence North 89°33'19" West 33.00 feet to an iron pin; thence North 00°26'41" East 782.86 feet to an icon pin; thence South 67042'31" West 86.51 feet to a point marking a point of beginning of curve, thence along a curve to the right 311.59 feet, said curve having a central angle of 23°02'08", a radius of 775.00 feet and a long chord bearing South 11°0423" East 309.49 to a point of tangent; thence South 0002641" rest 415.03 feet to a point of curve; thence along a curve to the right 591.42 feet, said curve having a central angle of 90121147", a radius of 375.00 feet and along chord bearing South 45°3734" West 532.01 feet to a point of tangent; thence North 89011132" West 95.03 feet to a point of curve, thence along a curve to the left 53.20 feet, said curve having a central angle of 1010301811, a radius of 30,00 feet and along chord bearing South 40 W19" West 46.50 feet to a point ofreverse curve, thence along a curve to the right 97.22 feet, said curve having a central angle of 11°3018", a radius of 480.00 feet and a long chord bearing 1&3001508 Page 9 South 04°59`41" East 97,06 feet to -a paint of tangent; thence South 00°48'28" West 417,11 feet to a point; thence South 00°31'28" East 215.06 feet to a point, thence South 00°48'28" West 120.00 feet to a point of curve, thence along a curve to the left 78.54 feet, said curve having a central angle. of 90°40'00", a radius of 50.00 feet and a long chord bearing South 44011'32" East 70.71 feet to a point of tangent on the said Northerly right-of-way line of State Highway 20; thence along the said Northerly right-of-way line South 89°11'32" East 324.46 feet to a point of curve; thence along a curve to the left 136.45 feet, said curve having, a central angle of 00113'40", a radius of 34337AS feet and long chord bearing South 89' 18'22" East 136.45 feet to the POINT OF BEGINNING, said parcel of land contains 13.27 acres more or less, EXCEPT: PARCEL IV (Lot 53, Block 1) A parcel of land being a portion of the SW 1/4 and the NW 1/4 of Section 23, TAN., RAW.,, B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23; thence along the Southerly boundary of the said Section 23 South 89011'32" East 2627.62 feet to a brass cap marking the South 1/4 corner of the said Section 23; thence North 20°3576" West 1100.58 feet to a point, also said point being the REAL POINT OF BEGINNING; thence North 89"11'32" West M03 feet to a point of curve; thence along a curve to the right 34.22 feet, said curve having a central angle of 65°21'51 ", a radius of 30.00 feet and a long chord bearing North 56°3037" West 32.40 feet to a point of reverse curve, thence along a curve to the left 137.09 feet, said curve having a central angle of 16°21'51 ", a radius of 480.00 feet and a long chord bearing North 32°00`37" West 136.63 feet to a point of tangent; thence North 40111132" West 62.57 feet to a point ofcurve; thence along a curve to the right 348.19 feet, said curve having a central angle of 3500010011, a radius of 570.00 feet and a long chord bearing North 22°41'32" West 342.80 feet to a point of tangent; thence North 11024151" West 46.13 feet to a point; thence North 84048`28" East 271.85 feet to a point; thence 1823001509 Page 10 North 05011132" West 162.61 feet -to a.point; thence North 10°59'45" West 185.94 feet to a point; thence North 20°43'08" West 185.94 feet to a point; thence North 30°26'31" West 185.94 feet to a point; thence North 40°09'54" West 185.94 feet to a point; thence North 49°53'17" West 185.94 feet to a point; thence North 59057'21" West 199.09 feet to a point; thence t, North 39°02'27' West 290.45 feet to a point on the Southerly right-of-way line of the Phyllis Canal; thence along the said Southerly right-of-way line North 69°3746" East 92.95 feet to a point; thence leaving the said Southerly right-of-way line, South 5105652" East 91.51 feet to a point; thence South 57°1623" East 66.76 feet to a point; thence South 36°4636" East 70.27 feet to a point; thence North 88003'13" East 37.72 feet to a point; thence South 65°29'04" East 32.65 feet to a point; thence South 38°54'13" East 56.82 feet to a point; thence South 23°08'15" East 40.00 feet to a point marking the point of beginning of curve; thence along a curve to the right 19.05 feet, said curve having a central angle of 02116'2511, a radius 480.00 feet and a long chord bearing North 67359158" East 19.05 feet to a point of compound curve, thence along a curve to the right 33.16 feet, said curve having a central of 94159'19", a radius of 20.00 feet and a long chord bearing South 63122'10" East 29.49 feet to a point of tangent; thence South 15°5231" East 3.26 feet to a point; thence North 74°07'29" East 40.00 feet to a point; thence North 15°5231" West 3.26 feet to a point of curve; thence along a curve to the right 33.16 feet, said curve having a central angle of 9405911911, a radius of20.00 feet and a long chord bearing North 31°37'08" East 29.49 feet to a point of compound curve; thence along a curve to the tight 68.09 feet, said curve having a central angle of 08°07'38", a radius of 480.00 feet and a long chord bearing North 830I0'37" East 68.03 feet to a point of tangent; thence North 870I4'26" East 13.55 feet to a point; thence South 16°01'40" East 223.99 feet to a point; thence South 250'41'58" East 181.00 feet to a point; thence South 39147'32" East 180.43 feet to a point; thence _ South 34039'48" East 153.54 feet to a point; thence Page 11 South 3304273" East 105.62 feet to a point; thence South 19°20107" East 107.02 feet to a point, thence South 0404545" East 110.67 feet to a point; thence South 00°48'28" West 291.00 feet to a point; thence South 89°11'32" East 301.94 feet to a point; thence South 00°26'41" West 104.21 feet to a point of curve; thence along a curve to the right 512.57 feet, said curve having a central angle of 90121'47", a radius of 325.00 feet and a long chord bearing South 45°37'34" West 461.07 feet to the POINT OF BEGINNING, said parcel of land contains 12.26 acres, more or less, EXCEPT: PARCEL V (Lot 1, Block 2)(REVISEU: 8/30/94) A parcel of land being a portion of the NE 1/4 of Section 22 and a portions of the NW 1/4 and the NE 1/4 of Section 23, TAN., R.1W., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marling the East 1/4 corner of the said Section 22; thence along the Easterly boundary of the said NE 1/4 of Section 22 North 00029110" East 561.53 feet to a point on the Northerly right-of-way line of the Phyllis Canal, also said point being the REAL POINT OF BEGINNING, thence along the said Northerly right-of-way line South 74058137" West 374.09 feet to a point; thence continuing South 8156'22" West 411.51 feet to a point of curve; thence along a curve to the left 215.32 feet, said curve having a central angle of 11035'03", a radius of 1065.00 feet and a long chord bearing South 76108'50" West 214.96 feet to a point of tangent; thence continuing South 70°21'19" West 268.76 feet to a point of curve, thence along a curve to the right 121.71 feet, said curve having a central angle of 16001'49", a radius of 435.00 feet and a long chord bearing South 78022114" West 121.31 feet to a point of tangent; thence continuing South 86023'09" West 350.38 feet to a point; thence continuing South 89°28'06" West 195.35 feet to a point; thence continuing North 86058112" West 73.05 feet to a point, thence leaving the saidNortherly right-of-way line ofthe Phyllis Canal 1820100151. Page 12 North 0004633" East 1778.52 feet We point; thence South 89020112" East 1955.42 feet to a point on the said Easterly boundary of the said NE 1/4 of Section 22; thence along the said Easterly boundary of the said NE 1/4 of Section 22 South 00°29'12" West 658.77 feet to a point marking the Northwest corner of the South 1/2 of said NW 1/4 of Section 23; thence along the Northerly boundary of the said South 1/2 of the NW' - 1/4 of Section 23 South 89°31'58" East 2631.23 feet to a point marking the Northeast comer of the said South 1/2 of the NW 1/4 of Section 23; thence. along the Easterly boundary of the said NW 1/4 North 00°26'41" East 350.91 feet to a point; thence South 89°33'19" East 200.00 feet to a point; thence South 00°26'41" West 300.00 feet to a point; thence South 89°33'19" East 72.98 feet to a point; thence South 00°2641" West 549.61 feet to a point on the said Northerly right-of-way line of the Phyllis Canal; thence along the said Northerly right-of-way line of the Phyllis Canal North 87022`26" West 130.70 feet to a point; thence continuing South 85°00'24" West 154.38 feet to a point; thence continuing South 74°15'48" West 86.56 feet to a point of curve; thence along a curve to the left 153.13„ feet, said curve having a central angle of 15040102", a radius of 560.00 feet and a long chord bearing South 66125'48" West 152.65 feet to a point of tangent; thence continuing South 5813547" West 192.43 feet to a point, thence continuing South 65°04'46" West 220.69 feet to a point of curve; thence along a curve to the right 95.60 feet, said curve having a central angle of 12026'55", a radius of 440.00 feet and a long chord bearing South 71018'13" West 95.41 feet to a point of tangent; thence continuing South 77°31'41" West 311.17 feet to a point; thence continuing South 74°42'14" West 180.62 feet to a point; thence continuing South 69°3746" West 319.18 feet to a point ofcurve, thence along a curve to the right 11,26 feet, said curve having a central angle of00°56'06", a radius of 690.00 feet and a long chord bearing South 70°05'49" West 11.26 feet to a point marking a point of ending of curve, thence continuing North 19026'08" West 5.00 feet to a point marking a point of beginning of curve, thence along a curve to the right 65I.28 feet, said curve having a central angle of 54°28'31 ", a radius of 685.00 feet and a long chord bearing North 82°11'53" West 627.02 feet to a point of tangent; thence continuing North 5405738" West 312.98 feet to a point of curve, thence along a curve to the left 275.23 ` 1.823001512 Page 13 feet, said curve having a central angle of 50°.03146", a radius of 315.00 feet and a long chord bearing North 79°59'30" West 266.56 feet to a point of tangent; thence continuing South 74°58'37" West 15.34 feet to the POINT OF BEGINNING, said parcel of land contains 130.87 acres, more or less, (The total acreage for the parcel described above is 166.86 acres, more or less.) 4347 X5015)171 PART OF ORIGINAL 1844001349 Too POOR TO COPY r - --..L�t DEED V C: y zso VAte—, �P 195 f '-"' F&LLLSI� FOR VALUE RECEIVED, Charlene Hewitt, the Grantor, da hereby, graa..,l, ^._ r bargain, sell and convey unto Spurwing Limited Partnership, the GranteAmhose,address:is.= W OF 200 North 4th Street, Suite 205, Boise, Idaho 83702, all of Grantor's rights, title and interest in the real property located in Ada County, State of Idaho, and more particularly described in Exhibit "A," attached hereto and incorporated herein by reference. DATED this - / W day of 1995. 1 STATE OF IDAHO } ) ss. County of Ada ) On this �_, day of 1995, before me, the undersigned, a Notary Public in and for said State, personally appeared CIIARLENE HEWTIT, known or identified to me to be the person whose name is subscribed to the within instrument, and acknowledged to me that she executed the same. IN VITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. rr�'f No blic daho / Commissionexpires i. -i �� 184.11001350 • DESCRi]MON FOR SPURNING SUDDMSION (NON -GOLF COURSE FROPERTY) A parcel of land being a portions of the West 112 and the SE 1/4 of Sections 23, TAX, R IW., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23; thence along the Westerly boundary of the said Section 23 North 00020'40" East 40.00 feet to an iron pin on the Northerly right-of-way line of State Highway 20(F.A.P. No. F-3021(5)), also said point being the ILEAL POINT OF BEGINNING, thence continuing North 00020140" East 2594.75 feet to a brass cap marling the West I/4 corner of the said Section 23; thence continuing North 00°29'10" East 457.75 feet to an iron pin on the Southerly right-of-way line of the Phyllis Canal; thence along the said Southerly right-of-way line North 74°58"37" East 43.09 feet to an iron pin marking a point of curve; thence continuing along a curve to the right 187.86 feet, said curve having a central angle of 50003'461, a radius of 215.00 feet and a long chord bearing South 79°5930" East 181.94 feet to an iron pin marking a point of tangent; thence continuing South 54°5738" East 312.98 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 746.36 feet, said curve having a central angle of 5412811% a radius of 785.00 feet and a long chord bearing South 820I 1'53" East 718.56 feet to an iron pin marking a point of ending of curve, thence continuing North 19026VS" West 10.00 feet to an iron pin marking a point of beginning of curve; thence continuing along a curve to the left 12.65 feet, said curve having a central angle of 006106", a radius of 775.00 feet and a long chord bearing North 70005'49" East 12.65 feet to an iron pin marking a point of tangent; thence continuing North 69°37'46" East 315.41 feet to an iron pin; thence continuing North 74°42'14" East 174.76 feet to an iron pin; thence continuing North 77031141" East 309.07 feet to an iron pin marking it point of curve; thence continuing along a curve to the left 114.07 feet, said curve having a central angle of 1202055", a radius of 525.00 feet and a long chord bearing North 71018'13' East 113.84 feet to an iron pin marking a point of tangent; thence continuing North 65004'46" East 225.50 feet to art iron pin; thence continuing EXH 1 dl-*.. 1�i��1UUly5�. ' Page 2 t North 58°35'47" East 197.24 feet to an iron pin marking a point of curve; thence continuing along a curve to the right 129.89 feet, said curve having a central angle of 15040'02", a radius of 475.00 feet and a long chord bearing I North 66°25148" East 129AS feet to an iron pin marking a point of tangent; thence continuing North 7401948" East 73.67 feet to an iron pin on the Easterly boundary of the said West I/2 of the said Section 23; thence along the said Easterly boundary South 00°26'41" West 2053.22 feet to an iron pin; thence leaving the said Easterly boundary South 89033'19" East 33.00 feet to a brass cap; thence along a line 33.00 feet Easterly of and parallel with the Said Easterly boundary of the W 1/2 of Section 7.3 South 00°2641" West 1280.88 feet to an iron pin on the said Northerly right-of--way line of State Highway 20, also said point marking a point of beginning of curve; thence along the said Northerly right-of-way line along a curve to the right 169AS feet, said curve having a central angle of00°16'58", a radius of 34337.48 feet and a long chord bearing North 89020'01" West 169.45 feet to an iron pin marking a point of tangent; thence continuing North $9011'32" West 2491.26 feet to the POINT OF BEGINNING, said parcel of land contains 179.24 acres, more or less. AND: A parcel of land being portions of Sections 22 and 23, TAN., R.1W., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23, thence along the Westerly boundary of the said Section 23 North 00°20'40" East 2634.75 feet to a brass cap marking the West 1/4 of the said Section 23; thence continuing North 00029'10" East 561.53 feet to a brass cap on theNortberly right-of-way line of the Phyllis Canal, also said point being the REAL POINT OF BEGINNING; thence along the said Northerly right-of--way line South 74°58'37" West 374.09 feet to an ion pin; thence continuing South 81°56'22" West 411.51 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 215.32 feet, said curve having a central angle of 11°35103", a radius of 1065.00 feet and a tong chord bearing • South 76°08'50" West 214.96 feet to an iron pin marking a point of tangent; thence continuing 77 Page 3 South 701121119" West 268.76 feet to an iron pin marking it point of curve; thence continuing ' along a curve to the right 121.71 feet, said curve having a central angle of 16001'49", a radius of 435.00 feet and a long chord bearing South 78°22'14" West 121.31 feet to an iron pin marking a point of tangent; thence. continuing South 86023'09" West 350.38 feet to an iron pin; thence continuing South 89028'06" West 195.35 feet to an iron pin; thence continuing North 86058'12" West 73.05 feet to an iron pin, thence continuing North 00°4633" East 1778.52 ft to an iron pin on the Northerly boundary of the South 112 ,. of the NE 1/4 of the NE 114 of said Section 22; thence along the said Northerly boundary South 8912012" East 1955.42 feet to an iron pin marking the Northeast corner of the said South 1/2 of the NE 1/4 of the NE 1/4 of Section 22; thence along the said Westerly boundary of the said Section 23 South 00°29'10" West. 658,77 feet to a point marking the Northwest coiner of the South l/2 oftheNW 1/4 of the said Section 23; thence along the Northerly boundary of the said South 1/2 of the NW 1/4 of Section 23 South 89°31'58" East 2631.73 feet to an iron pin marking the Northeast corner of the said South 1/2 of the NW 1/4 of Section 2% thence along the Easterly boundary of the said NW 1/4 of Section 23 North 00°26'41" East 1316.57 feet to a brass cap marking the North 114 comer of the said Section 23; thence along the Northerly boundary of the NE 1/4 of the said Section 23 South 89°5219" East 805.00 feet to an iron pin on the Southerly original meander line of the Boise River; thence along.the said Southerly original meander line South 01°04'56" East 484,52 feet to an iron pin; thence continuing South 1704956" East 464.41 feet to an iron pin; thence continuing South 8403416" East 862A8 feet to an iron pin; thence continuing South 34034'56" East 331,72 feet to an ion pin; thence continuing South 78004156" East 497,58 feet to an iron pin; thence continuing South 66004156" East 159.76 feet to an iron pin on the Easterly boundary of the said NE 1/4 of Section 23; thence along the said Easterly boundary of the said NE 1/4 of Section 23 South 000305" West 282.23 feet to an iron pin on the extended Northerly right of way line ofthe said phytl"is Canal; thence WE,;% the said extended and Northerly right of way line of the Phyllis Canal South 78036'01" West 924.35 feet to an iron pin; thence continuing South 89°42'01" West 651.80 feet to an iron pin; thence continuing ' North 79°4810" West 94.86 feet to an iron pin; thence continuing Page 4 North 66012'20" West 205.06 feet to an iron pin; thence continuing North 74030'32" West 169.26 feet to an iron pin; thence continuing .South 87°11'36" West 186.90 feet to an iron pin; thence continuing South 73°58'51" West 133.78 feet to an iron pin; thence continuing North 87°2276" West 108.28 feet to an iron pin; thence continuing South 85°00'24" West 154.38 feet to an iron pin; thence continuing South 74°15'48" West 86.56 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 153.13 feet, said curve having a central angle of 15°40'02", a radius of 560.00 feet and a long chord bearing South 66°2Y48" West 152.65 feet to an iron pin 'narking a point of tangent; thence continuing South 58°3547" West 192.43 feet to an iron pin; thence continuing South 65°04'46" West 220.69 feet to an iron pin marking a point of curve; thence continuing along a curve to the right 95.60 feet, said curve having a central angle of 1202055", a radius of 440.00 feet and a long chord bearing , South 71°18'13" West ^5.41 feet to an iron pin marking a point of tangent; thence continuing South 77°31'41" West 311.17 feet to an iron pin; thence continuing South 74042114" West 180.62 feet to an iron pin; thence continuing South 69°3746" West 319.18 feet to an iron pin marking a point of curve; thence continuing along a curve to the right 11.26 feet, said curve having a central angle of 00°5606", a radius of 690.00 feet and a long chord bearing South 70°05'49" West 11.26 feet to an iron pin marking a point of ending of curve; thence continuing North 191208" West 5.00 feet to an iron pin marking a point of beginning of curve; thence continuing along a curve to the right 651.28 feet, said curve having a central angle of 54°28'31", a radius of 685.00 feet and a tong chord bearing North 8211153" West 627.02 feet to an iron pin marking a point of tangent; thence continuing North 5405738" West 312.98 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 275.23 feet, said curve having a central angle of 50103'46". a radius of 315.00 feet and a long chord bearing North 79°59'30" West 266.56 feet to an iron pin marking a point of tangent; thence continuing South 7405817" West 15.34 feet to the POINT OF BEGINNING, said parcel of land contains 191.94 acres, more or less. 1844001354 Page 5 the above described parcels have a combined acreage of 371.23 acres, more or less, EXCEPT: PARCEL I (Lot 2, Block l) A parcel of land being a portion of the SW 1/4 and the NW 1/4 of Section 23, TAN., R. 1W., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23; thence along the Westerly boundary of the said SW 1/4 of Section 23 North 00020'40" East 324.83 feet to a point, said point being the REAL POINT OF BEGINNING; thence continuing North 00020140" East 1575.37 feet to a point; thence South 89°39'20" East 130.00 feet to a point; thence North 00°20'40" East 100.00 feet to a point; thence North 89°39'20" West 130.00 feet to a point; thence North 00120'40" East 634.56 feet to a point marking the West. 1/4 corner of the said Section 23; thence along the Westerly boundary of the said NW 1/4 Norih 00029'10" East 269.76 feet to an point; thence leaving the said Westerly boundary South 89°30'50" East 30.00 feet to an point; thence' South 00029110" West 269.72 feet to a point; thence ' South 00020'40" West 240.08 feet to a point; thence South 55124'15" East 230.80 feet to a point; thence South 61015'01" East 166.51 feet to a point; thence South 69°408" East 164.12 feet to a point; thence South 79004'07" East 165.12 feet to a point; thence South 86°31'06" East 167.26 feet to a point; thence North 89055'37" East 146.00 feet to a point; thence South 81°40'05" East 107.13 feet to a point; thence South 68°32'20" East 110.08 feet to a point; thence South 55°13'50" East 110.08 feet to a point; thence South 41055120" East 110.08 feet to a point; thence South 2803650" East 110.08 feet to a point; thence South 15018'20" East 110.08 feet to a point; thence South 05°33'18" East 336.96 feet to a point marking a point of beginning of curve; thence ' along a curve to the left 239.08 feet, said curve having a central angle of 36°31145% a radius of d 1844001355 Page 6• 375.00 feet and a long chord bearing South 37°3828" West 235.05 feet to a point marking the point of ending of curve; thence North 35009143" West 122.77 feet to a point; thence North 46014'32" West 334.17 feet to a point; thence North 56°5130" West 485.23 feet to a point; thence North 80058'30" West 220.10 feet to a point; thence South 03°00'40" East 291.05 feet to a point marking the point of beginning of curve; thence along a curve to the left 40.14 feet, said curve having a central angle of 46'00'00", a radius of 50.00 feet and a long chord bearing South 31°16'49" West 39.07 feet to a point marking a point of ending of curve, thence North 81°43'11' West 68.89 feet to a point; thence South 00'4828" West 305.94 feet to a point; thence South 19°4545" East 174.02 feet to a point; thence South 20°3712" West 531.07 feet to a point; thence South 00°48'28" West I64.90 feet to a point; thence South 75°5924" West 156.18 feet to a point of curve; thence along a curve to the right 36.43 feet, said curve having a central angle of 104°21'16", a radius of 20.00 feet and a long chord bearing North 51'49'08" West 31.60 feet to a point of ending of curve; thence North 89°39'20" West 30.00 feet to the POINT OF BEGINNING, said parcel of land contains 28.27 acres, more or less, EXCEPT: PARCEL H(Lot 4, Block 1) A parcel of land being a portion of the SW l 4 of Section 23, TAX, R.IW., BM, Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23; thence along the Westerly boundary of the said SW 114 of Section 23 North 00°20'40" East 40.00 feet to a point on the Northerly right-of-way line of State Highway 20; thence along the said Northerly right-of-way line South 89111132" East 69.84 feet to a point of beginning of curve, also said point being the. REAL POINT OF BEGINNING; thence leaving the said Northerly right-of-way line along a curve to the right 31.25 feet, said curve having a central angle of 89°32112", a radius of 20.00 feet and a long chord bearing A An Page 7 North 44125`26" West 28.17 feet to a point of tangent; thence North 0002040" East 177.61 feet to a point of curve-, thence along a curve to the right 26.41 feet, said curve having a central angle of 75°38'44", u radius of 20.00 feet and a long chord bearing North 38° 10'o2" East 24.53 feet to a point of tangent; thence North 75°5924" East 194.94 feet to a point; thence South 85°06124" East 300.82 feet to a point; thence North $2016170 East 505.59 feet to a point; thence South 76°3948" East 691.47 feet to a point; thence North 00048128" East 789.24 feet to a point; thence North 3404321" West 125.66 feet to a point; thence North 43°12"34" West 245.54 feet to a point ofcurve; thence along a curve to the right 33.00 feet, said curve having a central angle of 94°33'00", a radius of 20.00 feet and a tong chord bearing North 04003'55" East 29.38 feet to a paint marking a point of compound curve; thence continuing along a curve to the right 172.48 feet, said curve having a central angle of 30°2428", a radius of325.00 feet,and a long chord bearing North 66°32'45" East 170.47 feet to a point marking a point of ending of curve; thence North 8104453" East 123.12 feet to a point of curve, thence along a curve to the right 28.30 feet, said curve having a central angle of 81°04'18', a radius of 20.00 feet and a long chord bearing South 57142'58" East 26.00 feet to a point of reverse curve; thence along a curve to left 253.03 feel, said curve having a central angle of 23°00'43", a radius of 630.00 feet and a long chord bearing South 28°41111" East 251.33 feet to a point oftangent; thence South 40°11`32" East 62.57 feet to a point ofcurve; thence along a curve to the right 300.55 feet, said curve having a central angle of41°00'00", a radius of420.00 feet and a tong chord bearing South 19°41'32' East 294.17 feet to a point of tangent; thence South 00°48128" West 417.11 feet to a point; thence South 02°08'24" West 215.06 feet to a point; thence South 00048'28" West 120.00 feet to a point ofcurve; thence along a curve to the right 78.54 feet, said curve having a central angle of90°00'00", a radius of 50.00 feet and a long chord bearing � Page 8 South 4504828" West 70.71 feet to a point oftangent on the said Northerly right-of-way line of State Wighway 20; thence along the said Northerly right-of-way line ' North 89"11320 West 1926.96 feet to the POINT OF BEGINNING, said parcel of land contains 19.70 acres, more or less, EXCEPT. PARCEL M (Lot 78, Block 1) A parcel of land being a portion of the South 1/2 of Section 23, TAN., K M, B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the South 1/4 comer of the said Section 23; thence along the Easterly boundary of the SW 1/4 of the said Section 23 North 0002641" East 40.27 feet to a point marking a point of beginning of curve on the Northerly right-of-way line of State Highway 20, also said point being the ]REAL POINT OF BEGINNING; thence along the said Northerly right-of way line along a curve to the left 33.00 feet, said curve having a central angle of 00°03'18", a radius of 34337.48 feet and a long chord bearing South 89026'51" East 33.00 feet to a point of ending of curve; thence leaving the said Northerly right-of-way line North 00°26'41" East 1280.88 feet to a brass cap; thence North 89033`19" West 33.00 feet to an iron pin; thence North 00°26'41"East 782.86 feet to an iron pin; thence South 67°42'31" West 86.51 feet to a point marking a point of beginning of curve; thence along a curve to the right 311.59 feet, said curve having a central angle of 23°02108", a radius of 775.00 feet and a long chord bearing South 11°04123" East 309.49 to a point of tangent; thence South 00°2641" .West 415.03 feet to a point of curve; thence along a curve to the right 591.42 feet, said curve having a central angle of 90121147", a radius of 375.00 feet and along chord bearing South 45°37134" West 532.01 feet to a point of tangent; thence North 8901 Mr West 95.03 feet to a point ofcurve; thence along a curve to the left 53.20 feet, said curve having a central angle of 101°3618", a radius of 30.00 feet and along chord bearing South 40°00'19" West 46.50 feet to a point ofreverse curve; thence along a curve to the right 97.22 feet, said curve having a central angle of 1103618", a radius of 480.00 feet and a long chord bearing . 1844001338 Page 9 3 South 04159'41"East 97.06 feet to a point of tangent; thence South 00148'28" West 417.11 feet to a point; thence South 00031128" East 215.06 feet to a point, thence South 00°48`28" West 120.00 feet to a point of curve; thence along a curve to the left 78.54 feet, said curve having a central angle of 90°00'00", a radius of 50.00 feet and a long chord bearing South 44°11*32" East 70.71 feet to a point of tangent on the said Northerly righ"f-way line of State Highway 20; thence along the said Northerly right-of-way line South 89°1112" East 324.46 feet to a point of curve; thence along a curve to the left 136.45 feet, said curve having a central angle of00°13'40", a radius of 34337.48 feet and long chord bearing South 89°1822" East 136AS feet to the POINT OF BEGINNING, said parcel of land contains 13.27 acres more or less, EXCEPT: PARCEL M (Lot 53, Block 1) A parcel of land being a portion of the SW 1/4 and the NW 1/4 of Section 230 TAN., RiW., B.M.. Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23; thence along the Southerly boundary of the said Section 23 South 89PI I'32" East 2627.62 feet to a brass cap marking the South I14 corner ofthe said Section 23; thence North 2013526" West 1100.58 feet to a point, also said point being the REAL POINT OF BEGINNING; thence North 89°1152" West 131.03 feet to a point of curve; thence along a curve to the right 34.22 feet, said curve having a central angle of 65°21'51", a radius of 30.00 feet and a long chord bearing North 56°30137" West 32AO feet to a point of reverse curve; thence along a curve to the left 137.09 feat, said curve having a central angle of 16*21'51", a radius of 480.00 feet and a long chord bearing North 3200017" West 136.63 feet to a point oftangent; thence North 40011132" West 62.57 feet to a point ofcurve; thence along a curve to the tight 348.19 feet, said curve having a central angle of 35°00'00", a .radius of 570.00 feet and a long chord bearing North 22°412" West 342.80 feet to a point of tangent; thence North 1102451' West 46.13 feet to a point; thence North 8404818" East 271.85 feet to a point; thence 1844001359 Page 10 North 05°11'32" West 162.61 feet to a point; thence North 10059'45" West 185.94 feet to a point; thence North 20043'08" West 185.94 feet to a point; thence North 30°26'31" West 185.94 feet to a point; thence North 40009'54" West 185.94 feet to a point; thence North 49053'17" West 185.94 feet to a point; thence North 59°5721" West -199.09 feet to a point; thence t. North 39°02127" West 290.45 feet to a point on the Southerly right-of-way line of the Phyllis Canal; thence along the said Southerly right-of-way line North 69037146" East 92.95 feet to a point; thence leaving the said Southerly right -of --way line. South 51°5052" East 91.51 feet to a point; thence South 57°16'23" East 66.76 feet to a point; thence South 36°46'36" East 70.27 feet to a point; thence North 88003113" East 37.72 feet to a point; thence South 65129'04" East 32.65 feet to a point; thence South 38°54'13" East 56.82 feet to a point; thence South 23008'15" East 40.00 feet to a point marking the point ofbeginning of curve; thence along a curve to the right 19.05 feet, said curve having a central angle of 02° 165", a radius 480.00 feet and a long chord bearing North 67°59'58" East 19.05 feet to a point of compound curve; thence along a curve to the right 33.16 feet, said curve having a central of 94°59'19", a radius of 20.00 feet and a long chord bearing South 63°22'10" East 29.49 feet to a point of tangent; thence South l5°52'33" East 3.26 feet to a point; thence North 74007'29" East 40.00 feet to a point; thence North 15°S213 l" West 3.26 feet to a point of curve; thence along a curve to the right 33.16 feet, said curve having a central angle of 94059'19% a radius of 20.00 feet and a long chord bearing North 31037108" East 29A9 feet to a point of compound curve; thence along a curve to the right 68.09 feet, said curve having a central angie'of 08°07'38", a radius of 480.00 feet and a long chord bearing North 83°1037" East 68.03 feet to a point of tangent; thence North 8701416" East 13.55 feet to a point; thence South 16001'40" East 223.99 feet to a point; thence South 25041158" East 181.00 feet to a point; thence South 39°4732" East 180.43 feet to a point; thence South 34°39'48" East 153.54 feet to a point; thence 1844101060 - Pago 11 South 33°4223" East 105.62 feet to a point; thence South 19120'07" East 107.02 feet to a point; thence South 04'4545" East 110.67 feet to a point; thence South 00°48'28" West 291.00 feet to a point; thence South 89011'32" East 301.94 feet to a point; thence South 00°2641" West 104.21 feet to a point of curve; thence along a curve to the right 5.12.57 feet, said curve having a central angle of 90°21'47", a radius of 325.00 feet and a long chord bearing South 4503734" West 461.07 feet to the POINT OF BEGINNING, said parcel of land contains 12.26 acres, more or toss, EXCEPT: PARCEL V (Lot 1, Block 2)(REVISED: 8130/94) A parcel of land being a portion of the NE 1/4 of Section 22 and a portions ofthe NW 1/4 and the NE 1/4 of Section 23, TAN., HAW., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the East 1/4 corner of the said Section 22; thence along the Easterly boundary of the said NE 1/4 of Section 22 Notch 00/1291100 East 561.53 feet to a point on the Northerly right-of-way line of the Phyllis Canal. also said point being the REAL PQINT OF BEGINNING; thence along the said Northerly right-ofway line South 74058'37" West 374.09 feet to a point; thence continuing South 8105622" West 411.51 feet to a point of curve; thence along a curve to the left 215.32 feet, said curve having a central angle of 11035'03", a radius of 1065.00 feet and a long chord bearing South 761008150" West 214.96 feet to a point of tangent; thence continuing South 701121'19" West 268.76 feet to a point of curve; thence along a curve to the right 121.71 flet, said curve having a central angle of 16°01'49", a radius of435.00 feet and a long chord bearing South 78°22'14" West 121.31 feet to a point of tangent; thence continuing South 86023'09" West 350.38 feet to a point; thence continuing South 89028',06" West 195.35 feet to a point; thence continuing North 86658'12" West 73.05 feet to a point; thence leaving the said Northerly right-of-way rine of the Phyllis Canal 1844001361. Page 12 North 00°46'33" East 1778.52 feet to a point; thence South 89*20'12" East 1955.42 feet to a point an the said Easterly boundary of the said NE i 114 of Section 22; thence along the said Easterly boundary of the said NE 1/4 of Section 22 4 South 00029'12" West 658.77 feet to a point marking the Northwest corner of the South 1/8 t of said NW 1/4 of Section 23; thence along the Northerly boundary of the said South 1/2 of the NW' i 1/4 of Section 23 South 89°31'58" East 2631.23 feet to a point marking the Northeast comer of the said South 1/2 of the NW 1/4 of Section 23; thence along the Easterly boundary of the said NW I/4 North 00112641" East 350.91 feet to a point; thence South 89°33'19" East 200.00 feet to a point; thence South 00°26'41" West 300.00 feet to a point; thence South 89033'19" East 7.2.98 feet to a point; thence South 00'26'41" West 549.61 feet to a point on the said Northerly Tight -of -way line of the Phyllis Canal; thence along the said Northerly right-of-way line of the Phyllis Canal North 87*22 26" West 130.70 feet to a point; thence continuing South 85°0074" West 154.38 feet to a point; thence continuing South 74°15'48" West 86.56 feet to a point of curve; thence along a curve to the left 153.13 • feet, said curve having a central angle of 1504902% a radius of 560.00 feet and a long chord bearing South 66125'48" West 152.65 feet to a point of tangent; thence continuing South 58°3547" West 192.43 feet to a point; thence continuing South 65°04'46" West 220.69 feet to a point ofcurve; thence along a curve to the right 95.60 feet, said curve having a central angle of 12°205", a radius of 440.00 feet and a long chord bearing South 7118'13" West -95.41 feet to a point oftangent; thence continuing South 77°31'41" West 311.17 feet to a point; thence continuing South 74042114" West 180.62 feet to a point; thence continuing South 69137'46" West 319.18 feet to a point ofeurve; thence along a curve to the right 11.26 feet, said curve having a central angle of 00°56061, a radius of 690.00 feet and a long chord bearing South 70°05'49" West 11.26 feet to a point marking a point of ending of curve, thence continuing North 19°26'08" West 5.00 feet to a point marking a point of beginning of curve; thence along a curve to the right 651.28 feet, said curve having a central angle of 54°28'31", a radius of 685.00 feet and a long chord bearing North 82011'53" West 627.02 feet to a point of tangent; thence continuing North 5405738" West 312.98 feet to a point ofcu ve; thence along a curve to the left 275.23 S �L7Y��l{,ji�iJhr Page 13 feet, said curve having a central angle of 50°0346", a radius of 315.00 feet and along chord bearing North 79059134" West 266.56 feet to a point of tangent; thence continuing South 74158`37" West 15.34 feet to the POINT OF BEGINNING, said parcel of land contains 130.87 acres, more or less, (The total acreage for the parcel described above is 166.86 acres, more or less.) . � G 4347 �o OF A.'t4 � DEED 1883000592 GRANTOR, The Helen Marie Simpson Trust, does hereby grant, bargain, sell and convey all of its right, title and interest in and to the hereinafter described real property to Spurwing Limited Partnership, an Idabo limited partnership, whose address is 200 North 4th Street, Suite 206, Boise, Idaho. The real property is hereby conveyed to the foregoing Grantee as described and set forth in Exhibit "A," which is and by this reference incorporated herein in full. This Deed is executed and shall be recorded for the purpose of facilitating the recording of the plat of the Spurwing Subdivision with the Ada County Recorder's Office. DATED this ;?.2 day of June, 1995. THE HELEN MARIE SIMPSON TRUST By Ardis M. Hewitt Its Trustee 4 2 J/2 333 7 BOISE N DEW - 1 ' 95 Jliri 22 1 F., 188C"000593 STATE OF IDAHO } ) ss. County of Ada ) On this �,,o —'"J day of_ � , 1995, before me, the undersigned, personally appeared ARMS M. HE)KI , known or identified to me to be the Trustee of The Helen Marie Simpson Trust, the Trustee that executed the within instrument and acknowledged to nae that said Trustee executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal in said County the day and year first above written. Not is forj&1fo ' a' Residing at: Commission DEED - 2 188%"-7 V CO594 DESCRIPTION FOR SPURWYNG SUBDIVISION (NON -GOLF COURSE PROPERTY) A parcel of land being a portions of the West 1/2 and the SE 114 of Sections 23, TAN., W M, B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest comer of the said Section 23; thence along the Westerly boundary of the said Section 23 North 00°2040" East 40.00 feet to an iron pin on the Northerly right -of --way line of State Highway 20(F.A.P. No. F-3021(5)), also said point being the REAL POINT OF ]BEGINNING; thence continuing North 00120'40" East 2594.75 feet to a brass cap marking the West 1/4 corner of the said Section 23; thence continuing North 00°29'10" East 457.75 feet to an iron pin on the Southerly right-of-way line of the Phyllis Canal; thence along the said Southerly right-of-way line North 74058137" East 43.09 feet to an iron pin marking a point of curve; thence continuing along a curve to the right 187.86 feet, said curve having a central angle of 50°03'46", a radius of 215.00 feet and a long chord bearing South 79°59130" East 181.94 feet to an iron pin marking a point of tangent; thence continuing South 5415738" East 312.98 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 746.36 feet, said curve having a centra: angle of 54028'31", a radius of 785.00 feet and a tong chord bearing South 82°11153" East 718.56 feet to an iron pin marking a point of ending of curve; thence continuing North 19°26'08" West 10.00 feet to an iron pin marking a point of beginning of curve; thence continuing along a curve to the left 12.65 feet, said curve having a central angle of 00°56'06", a radius of 775.00 feet and a tong chord bearing North 7010Y49" East 12.65 feet to an iron pin marking a point of tangent; thence continuing North 69°3746" East 315.41 feet to an iron pin; thence continuing North 74°42'14" East 174.76 feet to an iron pin; thence continuing North 77°31'41" East 309.07 feet to an iron pin marking a point of curve; thence continuing along it curve to the left 114.07 feet, said curve having a central angle of 12°26155", a radius of 525.00 feet and it long chord bearing North 71°18'13" East 113.84 feet to an iron pin marldng a point of tangent; thence continuing ' North 65°04146" East 225.50 feet to an iron pin; thence continuing E lRi "all RM XII 1883000595 Page 2 North 58"3547" East 197.24 feet to an iron pin marking a point of curve; thence continuing along a curve to the right 129.89 feet, said curve having a central angle of 15°40'02", a radius of 475.00 feet and a long chord bearing North 66°2148" East 129.48 feet to an iron pin marking a point of tangent; thence continuing North 741115'48" East 73.67 feet to an iron pin on the Easterly boundary of the said West 1/2 of the said Section 23; thence along the said Easterly boundary South 00°26'41" West 2053.22 feet to an iron pin; thence leaving the said Easterly boundary South 89133119" East 33.00 feet to a brass cap; thence along a line 33.00 feet Easterly of and parallel with the said Easterly boundary of the W 1/2 of Section 23 South 0012641" West 1280.88 feet to an iron pin on the said Northerly right-of-way line of State Highway 20, also said point'marking a point of beginning of curve; thence along the said Northerly right-of-way line along a curve to the right 169.45 feet, said curve having a central angle of 00°16158", a radius of 34337.48 feet and a long chord bearing North 89020'01" West 169.45 feet to an iron pin marking a point of tangent; thence continuing North 891111'32" West 2491.26 feet to the POINT OF BEGINNING, said parcel of land contains 179.24 acres, more or less, AND: A parcel of land being portions of Sections 22 and 23, TAN., It. 1 W., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23, thence along the Westerly boundary of the said Section 23 North 00020'40" East 2634.75 feet to a brass cap marking the West 1/4 of the said Section 23; thence continuing North 00129110" East 561.53 feet to a brass cap on the Northerly right-of-way line of the Phyllis Canal, also said point being the REAL POINT OF BEGINNING; thence along the said Northerly right-of-way line South 74058137" West 374.09 feet to an iron pin; thence continuing South 81°3622" West 411.51 feet to an iron pin marking a point of curve, thence continuing along a curve to the telt 215.32 feet, said curve having a central angle of 11"35'03", a radius of 1065.00 feet and a long chord bearing South 76108'50" West 214.96 feet to an iron pin marking a point of tangent; thence continuing iss3000596 Page 3 Soulh 70°21'19" West 268.76 feet to an iron pin marking a point of curve; thence continuing along a curve to the right 121.71 feet, said curve having a central angle of 16°01'49", a radius of 435.00 feet and a long chord bearing South 78022'14" West 121.31 feet to an iron pin marking a point of tangent; thence continuing South 86°23'09" West 350.38 feet to an iron pin; thence continuing South 89°28106" West 195.35 feet to an iron pin; thence continuing North 86°58'12" West 73.05 feet to an iron pin; thence continuing North 00046'33" East 1778.52 feet to an iron pin on the Northerly boundary of the South 1/2 of the NE 1/4 of the NE 1/4 of said Section 22; thence along the said Northerly boundary South 89120'12" East 1955.42 feet to an iron pin marking the Northeast comer of the said South 1/2 of the NE 1/4 of the NE 1/4 of Section 22; thence along the said Westerly boundary of the said Section 23 South 00°29'10" West 658.77 feet to a point marking the Northwest corner of the South 1/2 of the NW 1/4 of the said Section 23; thence along the Northerly boundary of the said South 1/2 of the NW 1/4 ofSection 23 South 89031158" East 2631.23 feet to an iron pin marking the Northeast corner of the said South 1/2 of the NW 1/4 of Section 23; thence along the Easterly boundary of the said NW 1/4 of Section 23 North 00°26'41" East 1316.57 feet to a brass cap marking the North 1/4 comer of the said Section 23; thence along the Northerly boundary of the NE 1/4 of the said Section 23 South 89°52'39" East 805.00 feet to an iron pin on the Southerly original meander line of the Boise River; thence along the sold Southerly original meander line South 01°04'56" East 484.52 feet to an iron pin; thence continuing South 17°49'56" East 464.41 feet to an iron pin; thence continuing South 84034156" East 862.48 feet to an iron pin; thence continuing South 34°34'56" East 331.72 feet to an ion pin; thence continuing South 78°04'56" East 497.58 feet to an iron pin, thence continuing South 66004156" East 159.76 feet to an iron pin on the Easterly boundary of the said NE 1/4 of Section 23; thence along the said Easterly boundary of the said NE 1/4 of Section 23 South 00°30'35" West 282.23 feet to an iron pin on the extended Northerly right of way line of the said Phyllis Canal; thence along the said extended and Northerly right of way line of the Phyllis Canal South 78°36'01" West 924.35 feet to an iron pin; thence continuing South 89142'01" West 651.80 feet to an iron pin; thence continuing North 79048'10" West 94.86 feet to an iron pin; thence continuing 18830c©ss7 Page 4 North 66°1220" West 205.06 feet to an iron pin; thence continuing North 74°30'32" West 169,26 feet to an iron pin; thence continuing South 87111'36" West 186.90 feet to an iron pin; thence continuing South 73°58'51" West 133.78 feet to an iron pin; thence continuing North 87"22'26" West 188.28 feet to an iron pin; thence continuing South 85°00'24" West 154.38 feet to an iron pin; thence continuing South 74015'48" West 86.56 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 153.13 feet, said curve having a central angle of 15°40'02", a radius of 560.00 feet and a long chord bearing South 66°25'48" West 152.65 feet to an iron pin marking a point of tangent; thence continuing South 5813547" West 192.43 feet to an iron pin; thence continuing South 65004'46" West 220.69 feet to an iron pin marking a point of curve; thence continuing along a curve to the right 95.60 feet, said curve having a central angle of 12026'55", a radius of 440.00 feet and a tong chord bearing South 71°18'13" West 95.41 feet to an iron pin m irking a point of tangent; thence continuing South 77°31'41" West 311.17 feet to an iron pin; thence continuing South 7442114" West 180.62 feet to an iron pin; thence continuing South 69°3746" West 319.18 feet to an iron pin marking a point of curve; thence continuing along a curve to the right 11.26 feet, said curve having a central angle of 0005606", a radius of 690.00 feet and a long chord bearing South 70005'49" West 11.26 feet to an iron pin marling a point of ending of curve; thence continuing North 19°26'08" West 5.00 feet to an iron pin marking a point of beginning of curve; thence continuing along a curve to the right 651.28 feet, said curve having a central angle of 54°28'31", a radius of 685.00 feet and a long chord bearing North 82°11'53" West 627.02 feet to an iron pin marking a point of tangent; thence continuing North 54057'38" West 3I2.98 feet to an iron pin marking a point of curve; thence continuing along a curve to the left 275.23 feet, said curve having a central angle of 50°03'46", a radius of 315.00 feet and a long chord bearing North 79059'30" West 26656 feet to an iron pin marking a point of tangent; thence continuing South 74°58'37" West 15.34 feet to the POINT OF BEGINNING, said parcel of land contains 191.94 acres, more or less. 1063 ,'G 0598 page 5 the above described parcels have a combined acreage of 371.23 acres, more or less, EXCEPT: PARCEL I (Lot 2, Block 1) A parcel of land being a portion of the SW 114 and the NW 114 of Section 23, TAN., R. 1W., 13.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23; thence along the Westerly boundary of the said SW 114 of Section 23 North 00120'40" East 324.83 feet to a point, said point being the REAL POINT OF BEGINNING; thence continuing North 00020'40" East 1575.37 feet to a point; thence South 89°39`20" East 130.00 feet to a point; thence North 00120'40" East 100.00 feet to a point; thence North 899920" West 130.00 feet to a point; thence North 00114'40" East 634.56 feet to a point marking the West 1/4 corner of the said Section 23; thence along the Westerly boundary of the said NW 1/4 North 00°29'10" East 269.76 feet to an point; thence leaving the said Westerly boundary South 89130'50" East 30.00 feet to an point; thence South 00°29'10" West 269.72 feet to a point; thence Soulli 00°20'40" West 240.08 feet to a point; thence South 55124'15" East 230.80 feet to a point; thence South 61°15'01" East 166.51 feet to a point, thence South 69°40`38" East 164.12 feet to a point; thence South 78°04'07" East 165.12 feet to a point; thence South 86031106" East 167.26 feet to a point; thence North 89055137" East 146.00 feet to a point; thence South 81°40'05" East 107.13 feet to a point; thence South 68°32'20" East 110.08 feet to a point; thence South 55°13'50" East 110.08 feet to a point; thence South 41°55'20" East 110.08 feet to a point; thence South 28°36'50" East 110.08 feet to a point; thence South 15°18'20" East 110.08 feet to a point; thence South 05°33118" East 336.96 feet to a point marking a point of beginning of curve; thence along a curve to the left 239.08 feet, said curve having a central angle of 36°31'45", a radius of ���3a�,tosss Page 6- 375.00 feet and a long chord bearing South 37038'28" West 235.05 feet to a point marking the point of ending of curve; thence North 35009'43" West 122.77 feet to a point; thence North 46014132" West 334.17 feet to a point; thence North 56°51'30" West 485.23 feet to a point; thence North 80°58'30" West 220.10 feet to a point; thence South 03000'40" East 291.05 feet to a point marking the point of beginning of curve; thence along a curve to the left 40.14 feet, said curve having a central angle of 46°00'00", a radius of 50.00 feet and a long chord bearing South 31°16`49" West 39.07 feet to a point marking a paint of ending of curve, thence North 81°43'11' West 68.89 feet to a point; thence South 00048'28" West 305.94 feet to a point; thence South 19145'45" East 174.02 feet to a point; thence South 20°37'12" West 531.07 feet to a point, thence South 00°48128" West I64.90 feet to a point; thence South 75°59'24" West 156.18 feet to a point of curve; thence along a curve to the right 36.43 feet, said curve having a central angle of 104°21'l6", a radius of 20.00 feet and a long chord bearing North 51°49'08" West 31.60 feet to a point of ending of curve; thence North 89039'20" West 30.00 feet to the POINT Or BEGINNING, said parcel of land contains 28.27 acres, more or less, EXCEPT: PARCEL IT(Lot 4, Block 1) A parcel of land being a portion of the SW 114 of Section 23, TAN., RAW., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23; thence along the Westerly boundary ofthe said SW IM of Section 23 North 00020'40" East 40.00 feet to a point on the Northerly right-of-way line of State Highway 20; thence along the said Northerly right-of-way line South 89111132" East 69.84 feet to a point of beginning of curve, also said point being the REAL, POINT OF BEGINNING; thence leaving the said Northerly right-of-way line along a curve to the right 31.25 feet, said curve having a central angle of 89132'12", a radius of 20.00 feet and a tong chord bearing 38'83000Fi00 Page 7 North 44025126" West 28.17 feet to a point of tangent; thence North 00°20'40" East 177.61 feet to a point of curve; thence along a curve to the right 26.41 feet, said curve having a central angle of 75°3814411, a radius of 20.00 feet and a long chord bearing North 38°10'02" East 24.53 feet to a point of tangent; thence North 75°59124" East 194.94 feet to it point; thence South 85°06'24" East 300.82 feet to a point; thence North $2016137" East 505.59 feet to a point; thence South 7603948" East 691.47 feet to a point; thence North 00048128" East 789.24 feet to a point; thence . North 34°43'21" West 125.66 feet to a point; thence North 43°12'34" West 245.54 feet to a point of curve; thence along a curve to the right 33.00 (t ; feet, said curve having a central angle of 94°33'00", a radius of 20.00 feet and a long chord bearing North 04°03'55" East 29.38 feet to a point marking a point of compound curve; thence continuing along a curve to the right 172,48 feet, said curve having a central angle of 30024'28", a radius of 325.00 feet,and a long chord bearing :i North 66132'45" East 170.47 feet to a point marking a point of ending of curve; thence fr. North 81 °44'53" East 123.12 feet to a point of curve; thence along a curve to the right 28.30 feet, said curve having a central angle of 8100411811, a iradius of 20.00 feet and a long chord bearing South 57°42'58" East 26.00 feet to a point of reverse curve; thence along a curve to left 253.03 feet, said curve having a central angle of 23000'43", a radius of 630.00 feet and a long chord bearing South 28°41'11" East 251.33 feet to a point of"tangent; thence ' South 40111'32" East 62,57 feet to a point of curve; thence along a curve to the right 300.55 feet, said curve having a central angle of 41°00'00", a radius of 420.00 feet and a long chord bearing South 19041132" East 294.17 feet to a point of tangent; thence South 00048'28" West 417.11 feet to a point; thence South 02°08'24" West 215.06 feet to a point; thence South 00°4828" West 120.00 feet to a point of curve; thence along a curve to the right 78.54 feet, said curve having a central angle of 90100'00", a radius of 50.00 feet and a long chord bearing 188300060, Page 8 South 45°48'28" West 70.71 feet to a point of tangent on the said Northerly right-of-way line of State Highway 20; thence along the said Northerly right-of-way line North 89°11'32" West 1926.96 feet to the POINT OF BEGINNING, said parcel of land contains 19.70 acres, more or less, EXCEPT: PARCEX. M (Lot 78, Block 1) A parcel of land being a portion of the South 1/2 of Section 23, TAN., R. 1W.0 B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the South 1/4 corner ofthe said Section 23; thence along the Easterly boundary of the SW 1/4 of the said Section 23 North 00°26'41" East 40,27 feet to a point marking a point of beginning of curve on the Northerly right-of-way line of State Highway 20, also said point being the REAL POINT OF BEGYNNING; thence along the said Northerly right-of-way line along a curve to the left 33.00 feet, said curve having a central angle of 00103118", a radius of 34337.48 feet and a long chord bearing South 89°26'51" East 33.00 feet to a point of ending of curve, thence leaving the said Northerly right-of-way line North 00°2641" East 1280.88 feet to a brass cap; thence North 89033'19" West 33,00 feet to an iron pin; thence North 00°26'41" East 782.86 feet to an iron pin; thence South 67°42'31" West 86.51 feet to a point marking a paint of beginning of curve; thence along a curve to the right 311.59 feet, said curve having a central angle of 23102'08", a radius of 775.00 feet and a long chord bearing South 11°04'23" East 309.49 to a point of tangent; thence South 00°26`41" West 415.03 feet to a point of curve; thence along a curve to the right 591.42 feet, said curve having a central angle of 90°21'47", a radius of 375.00 feet and along chord bearing South 45037134" West 532.01 feet to a point of tangent; thence North 89°11132" West 95.03 feet to a point ofcurve; thence along a curve to the left 53.20 feet, said curve having a central angle of 101136118", a radius of 30.00 feet and along chord bearing South 40°00`19" West 46.50 feet to a point ofreverse curve; thence along a curve to the right 97.22 feet, said curve having a central angle of 11°36118", a radius of 480.00 feet and a long chord bearing . 188 000602 page 9 South 04°59'41" East 97.06 feet to a point of tangent; thence South 00°48'26" West 417.11 feet to a point; thence South 00°31'28" East 215.06 feet to a point, thence South 00°48'28" West 120.00 feet to a point of curve; thence along a curve to the left 78.54 feet, said curve having a central angle of 90000'00", a radius of 50.00 feet and a long chord bearing South 44"11'32" East 70.71 feet to a point of tangent on the said Northerly right-of-way line of State Highway 20; thence along the said Northerly tight -of -way line South 89°11'32" East 324.46 feet to a point of curve; thence along a curve to the left 136.45 feet, said curve having a central angle of 00°13140", a radius of 34337.48 feet and long chord bearing South 89°18'22" East 136,45 feet to the POINT OF BEGINNING, said parcel of land contains 13.27 acres more or less, EXCEPT: PARCEL -TV (Lot 53, Block 1) A parcel of land being a portion of the SW 114 and the NW 114 of Section 23, TAN., R. IW.,. B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23; thence along the Southerly boundary of the said Section 23 South 89°11'32" East 2627.62 feet to a brass cap marking the South 114 corner of the said Section 23; thence North 20113576" West 1100.58 feet to a point, also said point being the REAL POINT OF BEGINNING; thence North 89111'32" West 131.03 feet to a point of curve; thence along a curve to the right 34.22 feet, said curve having a central, angle of 65121'5111, a radius of 30.00 feet and a long chord bearing North 56030'37" West 32.40 feet to a point of reverse curve; thence along a curve to the left 137.09 feet, said curve having a central angle of 16°21'51 ", a radius of 480.00 feet and a long chord bearing North 32100'37" West 136.63 feet to a point of tangent; thence North 40"11'32" West 62.57 feet to a point of curve; thence along a curve to the right 348.19 feet, said curve having a central angle of 3500010011, a radius of 570.00 feet and a tong chord bearing North 22041132" West 342.80 feet to a point of tangent; thence North 1112451" West 46.13 feet to a point; thence North 84148'28" East 271.85 feet to a point; thence 188:00060a Page 10 North 05011'32" West 162.61 feet to a point; thence North 10059'45" West 185.94 feet to a point; thence North 20043'08" West 185.94 feet to a point; thence North 30°26'31" West 185.94 feet to a point; thence North 40009'54" West 185.94 feet to a point; thence North 49053117" West 185.94 feet to a point; thence North 59°57'21" West 199,09 feet to a point; thence North 39°02'27" West 290.45 feet to a point on the Southerly right-of-way line of the Phyllis Canal; thence along the said Southerly right-of-way line North 6913746" East 92.95 feet to a point; thence leaving the said Southerly right -of --way tine. South 51 °56'52" East 91.51 feet to a point; thence South 57016'23" East 66.76 feet to a point; thence South 36°4636" East 70.27 feet to a point; thence North 88°03'13" East 37.72 feet to a point; thence South 65°29'04" East 32.65 feet to a point, thence South 38°54'13" East 56.82 feet to a point; thence South 23°08'15" East 40,00 feet to a point marking the point of beginning of curve; thence along a curve to the right 19.05 feet, said curve having a central angle of 02016125", a radius 480.00 feet and a long chord bearing North 67059'58" East 19.05 feet to a point of compound curve; thence along a curve to the right 33.16 feet, said curve having a central of 94°59'19", a radius of 20.00 feet and a long chord bearing South 63°22'10" East 29.49 feet to a point of tangent; thence South 15°52'31" East 3,26 feet to a point; thence North 74007129" East 40.00 feet to a point; thence North 15°52`31" West 3.26 feet to a point of curve; thence along a curve to the right 33.16 feet, said curve having a central angle of 94°5911911, a radius of 20.00 feet and a long chord bearing North 31037108" East 29.49 feet to a point of compound curve; thence along a curve to the right 68.09 feet, said curve having a central angle of 08°07'38", a radius of 480.00 feet and a long chord bearing North 83010137" East 68.03 feet to a point of tangent; thence North 87014126" East 13.55 feet to a point; thence South 16°01'40" East 223.99 feet to a point; thence South 25°41158" East 181.00 feet to a point; thence South 39°4732" East 180.43 feet to a point; thence South 34°39'48" East 153.54 feet to a point; thence Page 11 South 33042123" East 105.62 feet to a point; thence South 19020107" East 107.02 feet to a point; thence South 04145145" East 110.67 feet to a point; thence South 00°48128" West 291.00 feet to a point; thence South 89111132" East 301.94 feet to a point; thence South 00126'41" West 104.21 feet to a point of curve; thence along a curve to the tight 512.57 f"t, said curve having a central angle of 90°21147", a radius of 325.00 feet and it long chord bearing South 45°37'34" West 461,07 feet to the POINT OF BEGINNING, said parcel of land contains 12.26 acres, more or less, EXCEPT: PARCEL V (Lot 1, Block 2)(R'EVISED: 8/30194) A parcel of land being a portion of the NE 1/4 of Section 22 and a portions of the NW 1/4 and the NE 1/4 of Section 23, TAN., PLIW., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the East 114 corner of the said Section 22; thence along the Easterly boundary of the said NE 114 of Section 22 North 00029'10" East 561.53 feet to a point on the Northerly right-of-way line of the Phyllis Canal, also said point being the REAL POINT Or BEGINNING; thence along the said Northerly right-of-way line South 74°58'37" West 374.09 feet to a point; thence continuing South 81°56`22" West 411.51 feet to a point of curve; thence along a curve to the left 215.32 feet, said curve having a central angle of 11135'03", a radius of 1065.00 feet and a long chord bearing South 76°08'50" West 214.96 feet to a point of tangent; thence continuing South 70121'19" West 268.76 feet to a point of curve; thence along a curve to the right 121.71 feet, said curve having a central angle of 1610149", a radius of 435.00 feet and a long chord bearing South 78022'14" West 121.31 feet to a point of tangent; thence continuing South 860123109" West 350.38 feet to a point; thence continuing South 89°28'06" West 195.35 feet to a point; thence continuing North 86058'12" West 73.05 feet to a point, thence leaving the said Northerly right -of way tine of the Phyllis Canal 1883000605 Page 12 North 00046133" East 1778.52 feet to a point; thence South 89°20' 12" East 1955.42 feet to a point on the said Easterly boundary of the said NE 1/4 of Section 22; thence along the said Easterly boundary of the said NE 1/4 of Section 22 South 00°29'12" West 658.77 feet to a point marking the Northwest corner of the South 1/2 of said NW I/4 of Section 23; thence along the Northerly boundary of the said South 1/2 of the NW' 1/4 of Section 23 South 89131158" East 2631.23 feet to a point marking the Northeast corner of the said South 1/2 of the NW 1/4 of Section 23; thence along the Easterly boundary of the said NW 1/4 North 00°2641" East 350.91 feet to a point; thence South 89133119" East 200.00 feet to a point; thence South 00°26'41" West 300.00 feet to a point; thence South 89°33'19" East 72.98 feet to a point; thence South 00°2641" West 549.61 feet to a point on the said Northerly right-of-way line of the Phyllis Canal; thence along the said Northerly right-of-way line of the Phyllis Canal North 87°22126" West 130.70 feet to a point; thence continuing South 85°00'24" West 154.38 feet to a point; thence continuing South 74°1548" West 86.56 feet to a point of curve; thence along a curve to the left 153.13 . feet, said curve having a central angle of 15°40'02", a radius of 560.00 feet and a long chord bearing South 6602548" West 152.65 feet to a point of tangent; thence continuing South 58°35'47" West 192.43 feet to a point; thence continuing South 65°04'46" West 220.69 feet to a point of curve; thence along a curve to the right 95.60 feet, said curve having a central angle of 12°2655", a radius of 44D.00 feet and a long chord bearing South 71°18'13" West 95.41 feet to a point oftangent; thence continuing South 77°31141" West 311.17 feet to a point; thence continuing South 74°42'14" West 180.62 feet to a point; thence continuing South 69°37'46" West 319.18 feet to a point of curve; thence along a curve to the right 11.26 feet, said curve having a central angle of 00°56'06", a radius of 690.00 feet and a long chord bearing South 701,05149" West 11.26 feet to a point marking a point of ending of curve; thence continuing North 19026'08" West 5.00 feet to a point marking a point of beginning of curve; thence along a curve to the right 651.28 feet, said curve having a central angle of 54°28'31 ", a radius of 685,00 feet and a long chord bearing North 82°11'53" West 627.02 feet to a point of tangent; thence continuing North 54057138" West 312.98 feet to a point of curve; thence along a curve to the left 275.23 1&83000606 Page 13 feet, said curve having a central angle of 50003'4611, a radius of 315.00 feet and a long chord bearing North 79059'30" West 266.56 feet to a point of tangent; thence continuing South 74°58137' West 15.34 feet to the POINT OF BEGINNING, said parcel of land contains 130.87 acres, more or less, . (The total acreage for the parcel described above is 166.86 acres, more or less.) S 1 ? 4347 �a a Vy. �8Oil AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO COUNTY OF ADA I, Jock Hewitt, President of Spurwing Corporation, General Partner of Spurwing Limited Partnership, 1406 N. Main Street, Meridian, Idaho 83642, being first duly sworn, upon oath, depose and say: 1. That I am the record owner of the property described on the attached, and I grant my permission to: Engineering Solutions, LLP 1029 N. Rosario Street, Suite 100 Meridian, ID 83642 to submit the accompanying application(s) pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of siex e inspections related to processing said application(s). Dated this �day of " �� '2018. Jock H , rest ent, Spurwing Corporation, General Partner of Spurwing Limited Partnership SUBSCRIBED AND SWORN to before me the cya/ and year first abovq written. ♦o0°/4ua a as ° ("CA L. 40 ooa�w off, ® "'E��� tary ublie for aho �DTA�kp m Residin at: UB 1,10 g My Commission Expires: 0 Y i b 6 Apa'iTJlAROGI:�ni�� 1�ml I ) \- I TE OLIVETREE SPURWING SUBDIVISION VICINITY MAP - 1"=600i LOCATED IN THE SW 1/4 OF SECTION 23, TOWNSHIP 4 NORTH, RANGE MERIDIAN, ADA COUNTY, IDAHO A to •- 0 gJO� ct rt O'C Na0 0 cit.fl 3 V J�„� 5Q \�\a,cirio s �flcii ZO �ro U� ((;''��••``�� O ^ ddi m d O z N 0 Z $ O O U O to O J ti a ON i ^ O \ z d OOZ J00 a� zd e a I+il F ¢ a N a UJ pYII{�,CL 3 w 5QJ 1iry� y� Z F- r i� d`� o` v n O til z � tiry 4` 40 LI� 05p51551i IY11 Slim E' m It Q �� $inY4 pAr {J� V) kAMU� M�^b f' W ___g- _ •�''m� •4 x 1- d _ s NOtswae s JNim8ndS L N0018 '4 101 Z W r _ . _ . — . _ . _ . _ . — ,LG'6Xi 3,Np7-0]q M,O,0a,00 s o Sr_ noo °zoo O=W N N�N Ufa 93. 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In -- o ha z4 2, a �Y, rS6,11 Q o M Jia 1� yo �o 0 y 50 - C) s �_ 2 51 It PS6,11 Qow oar I�^ zo-91-919"'ll p M111.1" Z7 IN91WINOIN ANINg V HOW _.ONIAkdfIdSLV 03Q-110AHO MlEllY d-SlOal!V3-tV UOs(v7 I --l!/ \ | ze . ; »\ z 7r > \ \ j gg > m 552 ° \ � \\ �\ vc 0 «:: , &:y \ � \ . y y \ �� \ \ »$ ED _.,(ROZ) o IMIEll mgo _z'e o ,�z«_»�- v m no qml+ mH a A awe ± J� @a +-1V _a»7 / | MdINH W HDdV �MdS IV OaO-1JOA!jo OHVG1 jamj,q fivunH okg INRINfINOIN yj lsjaaj�vu "U"W7 '49 HOE' Ell E IDIAN-- IDAHO Community Development Department Parcel Verification Date:2/21/18 Meridian City Hall, Suite 102 33 E. Broadway Avenue Meridian, Idaho 83642 208.887.2211 The parcel information below has been researched and verified as correct by the City of Meridian Community Development Department. Project Name: Olive Tree Subdivision — Final Plat Landscape Modification Parcel Number: R8081770032 Acres: T/R/S: Property Owner: 20.51 4N 1W 23 Spurwing Ltd. Partnership 1406 N. Main St., #205 Meridian, ID 83642 Address Verification Rev: 04/23/12