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HomeMy WebLinkAboutCity Clerk ChecklistCITY CLERK FILE CHECKLIST Project Name: Olive Tree at Spurwing Subdivision File No. Contact Name: Becky McKay FP 08-004 Phone: 938-0980 Date Received from Planning and Zoning Department: February 25, 2008 Planning and Zoning Level: ❑ Hearing Date: Transmittals to agencies and others: ❑ Notice to newspaper with publish dates: and ❑ Certifieds to property owners: ❑ Planning and Zoning Commission Recommendation: ❑Approve ❑Deny Notes: City Council Level: EJTransmittals Hearing Date: March 18, 2008 to agencies and others: ❑ Notice to February 26, 2008 newspaper with publish dates: N/A ❑ Certifieds to property owners: and N/A ❑ City Council Action: ❑ Approve ❑ ❑ Findings / Conclusions / Order received from attorney on: Deny Findings / Conclusions / Order: Approved by Council: Rasolutlons: Original Res/Copy Cerf Minutebook COPYRasICOPYCKt City C,erk Copies Disbursed: City Engineer °'"Planner Q"Alromey Sterling Cot ❑ Findings Recorded Project File 1. Daputy Development Agreement: Cl_ Copy Fes / Cr groat C.rt A,-­n1( Apint (nonCPAs) -Cps RKerdad Ordlnancss ❑ Sent for signatures:Oiginal MC,jCoOk Copies to Ci Signed by all parties: Clerk state ra. �Pmn, Sate Trees rer.q°"°" r Aroved b pp y Council• Sre�ing D°anars ciygnomey °i"Engineer CityPlanne ❑ Recorded: Protect Xle Ao[)i CCigina ❑ Copies Disbursed: rt(if'M Depu" Clerk Fintln,s / Orders: Minuta000k coPIes ro. Apprcam Projectfile Ordinance No. Resolution No. °'"Engineer ❑ Approved by Council: ncil: ,tyA11Pl,"ney a"Arco .rk ReoarC 11-b-Fnan,=•• ❑ Recorded: Deadline: 10 days Recorded pevelopment A,ree ants: Cngind Flr,P f File m CoPas,o APplicanl ❑ Published in newspaper: lyE l Me C,"11 ine, Ci"Planner Copies Disbursed: CI"A--- Depwy cie Notes: E IDIAN- ''' Mayor Tammy de Weerd City Council Members: Keith Bird Joe Borton Charles Rountree David Zaremba TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN To insure that your comments and recommendations will be considered by the Meridian City Council please submit your comments and recommendations to Meridian City Hall Attn: Jaycee Holman, City Clerk, by: Transmittal Date: February 26, 2008 Hearing Date: March 18, 2008 March 11, 2008 File No.: FP 08-004 Request: Final Plat approval for 65 single-family building lots and 5 common lots on 20.51 acres in an R-4 and R-8 zone for Olive Tree at Spurwing Subdivision By: Spurwing Limited Partnership Location of Property or Project: north of W. Chinden Boulevard and west of N. Spurwing Way Joe Marshall (No FP) David Moe (No FP) Wendy Newton-Huckabay (No FP) Michael Rohm (No FP) Tom O'Brien (No FP) Tammy de Weerd, Mayor Charlie Rountree, C/C Joe Borton, C/C Keith Bird, C/C David Zaremba C/C Water Department Sewer Department Sanitary Services (No VAR, VAC, FP) Building Department / Rich Greene Fire Department Police Department City Attorney City Engineer City Planner Parks Department Economic Dev. (CUP only) Your Concise Remarks: Meridian School District (No FP) Meridian Post Office (FP/PP/SHP only) Ada County Highway District Ada County Development Services Central District Health Nampa Meridian Irrig. District Settlers Irrig. District Idaho Power Co. (FP,PP,CUP/SHP only) Qwest (FP/PP/SHP only) Intermountain Gas (FP/PP/SHP only) Bureau of Reclamation (FP/PP/SHP only) Idaho Transportation Dept. (No FP) Ada County Ass. Land Records Downtown Projects: Meridian Development Corp. Historical Preservation Comm. South of RR / SW Meridian: NW Pipeline New York Irrigation District Boise-Kuna Irrigation District City Clerk's Office • 33 E. Idaho Avenue, Meridian, ID 83642 Phone 208-888-4433 • Fax 208-888-4218 • www.meridiancity.org IAA lµ p01,�.�lgylll �I E .� P,J ay o r ]-a m niy de VVeerd City Council Members:. Keith Bird Joe Borton Charles Rountree David Zaremba TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN To insure that your comments and recommendations will be considered by the Meridian City Council please submit your comments and recommendations to Meridian City Hall Attn: Jaycee Holman, City Clerk, by: March 11, 2008 Transmittal Date: February 26, 2008 File No.: FP 08-004 Hearing Date: March 18, 2008 Request: Final Plat approval for 65 single-family building lots and 5 common lots on 20.51 acres in an R-4 and R-8 zone for Olive Tree at Spurwing Subdivision By: Spurwing Limited Partnership Location of Property or Project: north of W. Chinden Boulevard and west of N. Spurwing Way Joe Marshall (No FP) David Moe (No FP) Wendy Newton-Huckabay (No FP) Michael Rohm (No FP) Tom O'Brien (No FP) Tammy de Weerd, Mayor Charlie Rountree, C/C Joe Borton, C/C Keith Bird, C/C David Zaremba C/C Water Department �! Sewer Department Sanitary Services (No VAR, vac, FP) -k� Building Department / Rich Greene ire Department Police Department City Attorney City Engineer City Planner Parks Department Economic Dev. (CUP only) Your Concise Remarks: Meridian School District (No FP) Meridian Post Office (FP/PP/SHP only) .YAda County Highway District Ada County Development Services Central District Health Nampa Meridian Irrig. District Settlers Irrig. District Idaho Power Co. (FP,PP,CUP/SHP only) —"---'Qwest (FP/PP/SHP only) Intermountain Gas (FP/PP/SHP only) Bureau of Reclamation (FP/PP/SHP only) ru Transportation Dept. (No FP) Ada County Ass. Land Records Downtown Projects: Meridian Development Corp. Historical Preservation Comm. South of RR / SW Meridian: NW Pipeline New York Irrigation District Boise-Kuna Irrigation District City Clerk's Office • 33 E. Idaho Avenue, Meridian, ID 83642 Phone 208-888-4433 • Fax 208-888-4218 • www.meridiancity.org r v } IDAHO 1 of Review Requested (check all that a ❑ Annexation and Zoning ❑ Comprehensive Plan Map Amendment ❑ Comprehensive Plan Text Amendment ❑ Conditional Use Permit ❑ Conditional Use Permit Modification 0 Final Plat ❑ Final Plat Modification ❑ Planned Unit Development ❑Preliminary Plat ❑ Rezone ❑ Time Extension (Commission or Council) ❑ UDC Text Amendment ❑ Vacation (Council) ❑ Variance ❑ Other Applicant Information V 11 Planning Department COMMISSION & COUNCIL REVIEW APPLICATION STAFF USE ONLY: File numbers : / 1 � 4 Project name: ZI r Ct.-( Date filed: Z- (< Date complete: �% 2./' J Assigned Planner: _ :I e , , .. (/ Related files: - &43 , h1: Hearing date: It r ❑ Commission R Council Applicant name: Spurwing Limited Partnership Phone: _(208) 890-1430 Applicant address: 200 North Fourth Street Suite 203 Boise Idaho Zip: 83702 Applicant's interest in property: ElOwn ❑ Rent ❑ Optioned ❑ Other Owner name: _ Spurwing Limited Partnership/Pacific Links Ltd Partnership Phone: _(208) 890-1430 Owner address: 200 N. Fourth St. Ste. 203 Boise/6800 N. Spurwing Way,Meridian Zip: 83702/83642 Agent name (e.g., architect, engineer, developer, representative): _Becky McKay Planner Firm name: _ Engineering Solutions LLP Phone: (208) 938-0980 Address: 1029 N. Rosario Street Suite 100 MeridianID Zip: 83642 Primary contact is: ❑ Applicant ❑ Owner R1 Agent ❑ Other Contact name: Becky McKay Phone: (208) 938-0980 E-mail: es-beckym@awest.net Fax: (208) 938-0941 Property Information Location/street address: N. of W. Chinden Boulevard,.W. of N. Spurwing Way Assessor's parcel number(s): R8081770020 R8081770040 R8081770030 Township, range, section: TAN. R.1 W. Section 23 Total acreage: 20.51 Current land use: Single-family residential Current zoning district: RUT 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6678 • Website: www.meridiancily ore 1 ect Project/subdivision name: Olivetree at Spurwing Subdivision Uka SPurwing Patio Homes Subdivision General description of proposed project/request: Final Plat for 65 single-family residential lots 35 detached and 30 attached and 7 common lots on 20.51 acres Proposed zoning district(s): R-4 and R-8 (Existing) Acres of each zone proposed: _ 13.8 (R-4) and 6.77 (R-8) — Existing zoning Type of use proposed (check all that apply): El Residential O Commercial 13 Office ❑ Industrial ❑ Other Amenities provided with this development (if applicable): N/A Who will own & maintain the pressurized irrigation system in this development? Olivetree at S urwing HOA Which irrigation district does} tl*g property lie within? Settlers' Irrigation District Residential Project Sumrnary (if applicable) Number of residential units: 65 Number of building lots: 65 Number of common and/or other lots: 5 Proposed number of dwelling units (for multi -family developments only): I Bedroom: 2 or more Bedrooms: 65 Minimum square footage of structure(s) (excl. garage): 1,400 Proposed building height: Max. 35, Minimum property size (s.f): _ 5,000 Average property size (s.f.): 8.861 Gross density (Macre-total land): 3.17 Net density (DU/acre-excluding roads & alleys): 4.93 _ Percentage of open space provided: 14.8% Acreage of open space: 3.04 acre Percentage of useable open space: 14.8% (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): Common areas inco oratutg a athwa and ponds with interconnecting stream channels 3.04 acre Type of dwelling(s) proposed: © Single-family ❑ Townhomes ❑ Duplexes ❑ Multi -family Non-residential Project Summary (if applicable) Number of building lots: Other Iots: Gross floor area proposed; Existing (if applicable): Hours of operation (days and hours): Building height: Percentage of site/project devoted to the following: Landscaping: Building: Paving: Total number of employees: Maximum number of employees at any one time: Number and ages of students/children (if applicable): Seating capacity: Total number of parking spaces provided: Number of compact spaces provided: Authorization Print applicant name: Beckv McTCav Applicant signature: 660 E. Wertower Lane, Phone: (208) 884-5533 . Facsimile: Date: 7i1?I e__1 d 202XMeridian, Idaho 83642 - 6678 • Website: www.meridiancity.org 2 Olivetree at Spurwing Subdivision Final Plat Narrative Spurwing Limited Partnership hereby applies for final plat for the Olivetree at Spurwing Subdivision. The project contains 65 single-family residential lots on 20.51 acres. The smallest lot is 5,000 square feet, with the average lot size being 8,861 square feet. Five (5) common lots are located within the project, totaling 3.04 acre (14.8% usable open space). The property is zoned R-4 and R-8, which is consistent with the Meridian Comprehensive Plan Map designation of Medium Density Residential. The gross density (3.17) of the project complies with the City's designation of Medium Density Residential, which calls for up to 8 units per acre. The net density is 4.93 dwelling units per acre. The final plat is in conformance with the approved preliminary plat and meets all requirements or conditions thereof. The fmal plat conforms to all requirements and provisions of the UDC and with acceptable engineering, architectural and surveying practices and local standards. The project was annexed under Ordinance No. 07-1333 and recorded as Instrument No. 107119574, records of Ada County, Idaho. A development agreement was approved on June 16, 2007, and recorded as Instrument No. 107119572. This property adjoins the existing Spurwing Subdivision and Spurwing Golf Course. Sewer and water (United Water) are currently being planned to serve the site and will be continued through the property to connect with existing services. A secondary, emergency access is provided to Chinden Boulevard at the southwest boundary of the development. The project will provide active and passive recreational opportunities for the residents of the subdivision. The developer will provide sprinklers, trees, grading and hydro -seeding or drill - seeding of common areas. Ponds and connecting stream channels are incorporated throughout the project. A pathway has been designed through the common area, which features ponds and an abundance of vegetation. Pressurized irrigation water will be provided by an existing pump station and 15-inch well that currently serves the existing Spurwing Subdivision. The project also includes a unique design concept for the attached units, providing more privacy and personal space, as well as providing a more aesthetically pleasing street view by skewing the driveways and garages. The property can be adequately served by essential public facilities and services. Road improvements will be made in accordance with Ada County Highway District and Idaho Transportation Department standards, and impact fees will be paid to Ada County Highway District with each building lot. The road shown in the southwest portion of the project aligns with Ten Mile Road and is shown as emergency access only. We are pleased to submit this application and look forward to making our presentation and answering any questions you may have. Thank you. I ATES RUT - 1" = 500 DWG-DATE 01/31/08 PROD. No. 71011 SHEET 1 OF 1 VICIN RUT W. CHINDEN BLVD R-8 RUT SPURWING PATIO HOMES SUBDIVISION LOCATED IN THE SW 114 OF SECTION 23, TAN., RAW., B.M. MERIDIAN, ADA COUNTY, IDAHO S NGINEERING OLUTIONS LLP 1029 N. 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'RCEB �` FEB 252`0 i OF MERIDIAN C ,v.(;LFRK OFFICE Message M Pagel of 3 Jennifer Veatch From: Shari [es-sharis@gwest.net] Sent: Friday, February 22, 2008 9:41 AM To: Jennifer Veatch Subject: RE: STREET REVIEW - OLIVETREE AT SPURWING This project will utilize the existing system in Spurwing, and will have United Water. There will be 0 square feet irrigated with Meridian water. Shari Stiles Engineering Solutions, LLP 1029 N. Rosario Street, Suite 100 Meridian, ID 83642 Telephone: (208) 938-0980 Fax: (208) 938-0941 es-sharis@qwest.net -----Original Message ----- From: Jennifer Veatch[mailto:veatchj@meridiancity.org] Sent: Friday, February 22, 2008 9:16 AM To: Shari Subject: RE: STREET REVIEW - OLIVE -FREE AT SPURWING Shari, Could I also please get the square footage of landscape area to be irrigated? Thanks, oqenn# CeatcA Assistant City Planner Meridian Planning Department 660 E. Watertower Lane, Suite 202 Meridian, ID 83642 208.884.5533 208.888.6854 (fax) veatchina meridiancity org From: Shari [mailto:es-sharis@qwest.net] Sent: Thursday, February 21, 2008 3:04 PM To: Jennifer Veatch Subject: RE: STREET REVIEW - OLIVETREE AT SPURWING Jenny: I messed up on my calculations; maybe I need a remedial math course. Once the City Council required modifications to the plat (resulting in a loss of several lots), the open space changed. Attached is a new Commission & Council Review Application and the narrative. The subdivision still meets the minimum requirements in effect at the time the preliminary plat was approved (5%). Please let me know if you need additional information. 2/22/2008 187E.50th Street °Guuden City, 1daho837�4 (208)385-0636 Fax (2O8)3»---nO96 Project. Nm.:2B81 Date: May 12.2OO8 Revised: January 15.2OO8 ` DESCRIPTION FOR OLMfETREEATSPURVV|NG SUBDIVISION A parcel of land being a portion of Lots 2 and 4 and all of Lot 3 of Block 1 of 8punwng Subdk/ioion, as filed for naoond in the office of the Ada County Recorder, Boise, ` Idaho in BmnkOS of Plats at pages 7104thnu 7108. being Parcel B on Record of Survey No. 7026. filed for record in the office of the Ada County Recorder, Boise, Idaho under Instrument No. 107028842 lying in the G\N 1/4 of Section 23. TAN., R.1VV.. B.W1.. 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 8VV1/4ofSection 23 North 00020'40" East 4O.00feet to o 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 OFBEGINNING; thence along the Westerly boundary ofsaid Lot 3 North O0°2O'4U"East 284.83feet toaniron pin; thence continuing South 89°39'20" East 30.00 feet to on iron pin marking o point of curve� thence ' continuing along an arc ofm curve tothe |eft, said curve having a radius of2O.O8feet, e central angle of1O4"21'1O".mlength of3643feet and olong chord bearing ' 8outh51°48'5D"Emnt31.6OfaettoanironpinmarkinQapointoftangent;thenoe continuing ' North 75"59'34"East 158.18feet toaniron pin; thence continuing . North 00048'28" East 184.90 feet to an iron pin; thence leaving said Westerly boundary . North 10058'41" East 673.13 feet to an iron pin marking the Northwest corner of said Lot 3; thence along the Northerly boundary ofsaid Lot 3 South 78°3O'58"East 1O0.87feet toaniron pin; thence continuing South 02^24'58"East 12774feet tooniron pin; thence continuing South 5U"13'58''East 125.G7feet toaniron pin; thence continuing South 43^O2^58"East 1OO.ODfeet toaniron pin; thence continuing South 43"OD'12^East 16O.00feet tooniron pin; thence continuing South 53°28'14"East 222.38feet toaniron pin; thence continuing South 87°4425"East 28O.O7feet tooniron pin; thence continuing North 54048'27" East 243.01 feet to on iron pin; thence continuing North 28048'22" East 166.21 feet to an iron pin; thence continuing North 18"22'35"East 118.8Sfeet toaniron pin; thence continuing North 43"12'34"West 2O5.25feet to an iron pin marking a point of curve; thence continuing along on arc ofo curve to the |oft, said curve having a radius of2O.00feet, m central angle of1U2°27'35^.alength of35.77feet and olong chord bearing South 85°33'38"\8/eot 31.18 to an iron pin marking a point of curve on the South right-of-wayline ofWest Ba|atoCourt; thence along said South right-of-wayline along -plat-de"*"'jdc TEALEY'S LAND SURVEYING 2501BOGUS BASIN ROAD, BOISE,IDAH083702"(208)385-0636 Project No.: 2981 Date: May 12, 2006 Revised: January 15, 2008 Page 2 the arc of a curve to the right, said curve having a radius of 325.00 feet, a central angle of 20°47'29", a length of 117.94 feet and a long chord bearing North 44043'45" East 117.29 feet to an iron pin marking a point of ending of curve; thence leaving said South right-of-way line and the Northerly boundary of said Lot 4 South 05057'22" West 30.26 feet to an iron pin; thence South 43012'34 East 266.19 feet to an iron pin marking a point of curve; thence along the arc of a curve to the right, said curve having a radius of 75.00 feet, a central angle of 24'20'33", a length of 31.86 feet and a long chord bearing South 31 *02'18" East 31.63 feet to an iron pin marking a point of tangent; thence South 18052'01" East 77.34 feet to an iron pin on the East boundary of said Lot 3; thence along said East boundary South 00048'28" West 789.24 feet to an iron pin marking the Southeast corner of said Lot 3; thence along the Southerly boundary of said Lot 3 North 76039'48" West 691.47 feet to an iron pin; thence continuing South 82016'37" West 505.59 feet to an iron pin; thence continuing North 85006'24" West 300.82 feet to an iron pin; thence continuing South 75059'24" West 194.94 feet to an iron pin marking a point of curve; thence continuing along the arc of a curve to the left, said curve having a radius of 20.00 feet, a central angle of 75038'44", a length of 26.41 feet and a long chord bearing South 38010'02" West 24.53 feet to an iron pin marking a point of tangent; thence continuing South 00020'40" West 177.61 feet to an iron pin marking a point of curve; thence continuing along the arc of a curve to the left, said curve having a radius of 20.00 feet, a central angle of 89°32'12", a length of 31.25 feet and a long chord bearing South 44025'26" East 28.17 feet to an iron pin marking a point of ending of curve on said North right-of-way line of State Highway 20; thence continuing North 89011'32" West 69.84 feet to the POINT OF BEGINNING. Said parcel of land contains 20.51 acres, more or less. �50I 172 DEED 6pr, PP '9S 1�1it 6 Fi=1 W FOR VALUE RECEIVED, Charlene Hewitt, the Grantor, 1pl ereb bargain, sell and convey unto Pacific Lucks, Limited Company, the mtijdiK.'wiiosd address is 200 North 4th Street, Suite 205, Boise, Idaho 83702, all of Grantor's rights, titlii Wd c` interest in the real property located in Ada County, State of Idaho, and more particularly described in Bxlubit "A," attached hereto and incorporated herein reference, together with their appurtenances. DATED this day of r 11995. STATE OF IDAHO } } ss. COUNTY OF ADA } On this /W day of , 1995, before me, the undersigned, a Notary Public sn and for said State, personally appeared CHARLENE HEWITT, known or identified to me to be the personwhoscs name is subscribed in the foregoing instrument, and acknowledged to me that she executed the same, r aN WITNESS WHEREOF, I have unto set my hand and affixed Amy official seal the day and year in this certificate first above written 1. No blic daho l .... ' ! R ding at: Comm. Expires:_ - fz DESCRI:MON FOR SPURI'VIiNG GOLF COURSE PROPERTY PARCEL Ii (Lot 2, ]Block 1) A parcel of lan3 being a portion of the SW 114 and the NW I14 of Section 23, TAN., R.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 SW 114 of Section 23 North 00120'40" East 324.33 feet to a point, said point being the REAL POINT OF BEGINNING; thence continuing North 00020'40" East 1575.37 feet to a paint; thence South 89°3920" 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 00°20'40" East 634.56 feet to a point marking the West 114 corner of the said Section ' 23; thence along the Westerly boundary of the said NW 114 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 55024'I5" East 230.80 feet to a point; thence South 61*15101" East 166.51 feet to a point; thence South 69040/94 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 89"55'37" East 146.00 feet to a point; thence South 81°40'05" East 107.13 feet to a point; thence South 68°3T20" East 110.08 feet to a point; thence South 55°13'50" East 110.08 feet to a point; thence South 4I°55'20" East 110.08 feet to a point; thence South 28°36'50" Last 110.08 feet to a point; thence South 15°18'20" East 110.09 feet to a point; thence -.r • as � '�� �� •, ,. Page 2 South OY33'18" East 336.96 feet to a point marking a point of beginning of curve; thence along a curve to the left. 239.03 feet, said curve having a central angle of 369 V45", a radius of 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 35009'43" West 122.77 feet to a point; thence North 4601412" West 334.17 feet to a point; thence North 561051'30" West 48523 feet to a point; thence North 8005810" West 220.I0 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"OV00", 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'I 1' West 68.89 feet to a roint; thence South 0014828' West 305.94 feet to a point; thence South 19°45'45" East 174.02 feet to a point; thence South 200371120 West 531.07 feet to a point; thence South 00°4828" West 164.90 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 104021'16', a radius of 20.00 feet and a long chord bearing North 51049'08" 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,' AND PARCEL YI(Lot 4, Block 1) A parcel of land being a portion of the SW ;/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 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 REAP, POINT OF BEGINNING; thence leaving the said Northerly right-of-way Une along a curve, r 1844001366 Page 3 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 North 44025760 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 26.4I feet, said curve having a central angle of 75°38'44", a radius of 20.00 feet and a long chord bearing 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°06'24" East 300.82 feet to a point; thence North 82016137" East 505.59 feet to a point; thence South 760391490 East 691.47 feet to a point; thence North 00148128" East 789.24 feet to a point; thence North 3404371" West 125.66 feet to a point; thence North 43012134" 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 040031550 East 29.39 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°24128", 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 81'44°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°04'18", a radius of 20.00 feet and a long chord beating South 57042158" East 26.00 feet to a point of reverse curve; thence along a curw 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°411 I" East 251.33 feet to a point of tangent; thence South 40*1 Mr 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°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°00'001, a radius of 50.00 feet and a long chord bearing South 45°48'28" West 70.71 feet to a point of tangent on the said Northerly right-of-way lime Page 4 of State Highway 20; thence along the said Northerly right-of-way line North 89011'32" West 1926.96 fect to the POINT OF BEGINNING, said parcel of land contains 19.70 acres, more or less, AND PARCEL M (Lot 78, Block 1) A parcel of land being a portion of the South 1/2 of Section 23, TAN., R.l W., 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 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 BEGEVMG, 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*031181, a radius of 34337.49 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 001326410 East 1280.88 feet to a brass cap; thence North 89033'19" West 33.00 feet to an iron pin; thence North 0012041" East 792.86 feet to an iron pin; thence South 67°4231" 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 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 90121'47, a radius of 375.00 feet and along chord bearing South 4513734" West 532.01 feet to a point of tangent; thence Korth 8901192" West 95.03 feet to a point of curve; thence along a curve to the left 53.20 feet, said auve 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 of reverse curve; thence along a curve to the right 97.22 feet, said curve having a central angle of 11*36'18", a radius of 480.00 feet and a long chord bearing South 04°59'41"East 97.06 feet to a point of tangent; thence Page 5 South 00°48'28" West 417.11 feet to a point; thence South 00*31128" Bast 215.66 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*1112" 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 0001340", a radius of 34337.48 feet and long chord beating South 8901912" East 136.45 feet to the POINT OF BEGINNING, said parcel of land contains 13.27 acres more or less, AND 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., 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 Southerl; boundary of the said Section 23 South 89°11'32" East 2627.62 feet to a brass cap marking the South 1/4 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 89*11132" 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 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*211511, a radius of 480.00 feet and a long chord bearing North 3?0017" West 136.63 feet to a point of tangent; thence North 40*11132" West 62.57 feat to a point of curve; 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°41'32" West 342.90 feet to a point of tangent; thence North 11°24151" West 46.13 feet to a point; thence North 84*48`28" East 271.85 feet to a point; thence North 05°1132' West 162.61 feet to a point; thence 1844001363 Page 5 North I0°59'45" West 185.94 feet to a point; thence North 20°43'08" West 185.94 feet to a point; thence North 3011261310 West 185.94 feet to a point; thence North 40009'54" West 195.94 feet to a point; thence North 49053'17" West 185,94 feet to a point; thence North 5905721" West 199.09 feet to a point; thence North 3900227" 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°56'52" East 91.51 feet to a point; thence South 5711623" 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 6511129'04" East 32.65 feet to a point; thence South 38°54'13" East 56.82 feet to a point; thence South 23*08115" 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 !on,, 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 paint of tangent; thence South 1515231" East 3.26 feet to a point; thence North 74*07129' East 40.00 feet to a point; thence North 150521310 West 326 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 of20.00 feet and a long chord beating North 3103T08" 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 09'0738", 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 87014n6" 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 191.00 feet to a point; thence South 39°4732" East 180.43 feet to a point; thence Page 7 South 34°3948" East 153.54 feet to a point; thence South 33°42`23' East 105.62 feet to a point; thence South 19°20'07" East 107.02 feet to a point; thence South 04*45145" East 110.67 feet to a point; thence South 001148128" West 291.00 feet to a point; thence South 89*1132" 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 901"21'47", 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, AND ALSO PARCEL V (Lot 1, Block 2)(REVISED: 8/30194) A parcel of land being a portion of the NE 114 of Section 22 and a portions of the NW 114 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 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'IO" 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°58'37" 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 I 1*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 16001'49", 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 861123'09" 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 1844001.371. Page 8 line of the Phyllis Canal North 00046'33" East 1773.52 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 corner of the South 1/2 of said NW 114 of Section 23; thence along theNortherly boundary of the said South 1/2 of theNW 1/4 of Section 23 South 89031'58" 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 00026141" 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 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-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 8500074" 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 feet, said curve having a central angle of 15°40'021, 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°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 12°26'55", 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 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 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 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 of curve; thence along a curve to the right 651.28 feet, said curve having a central angle of 54028'310, a radius of 685.00 feet and a long chord bearing North 82011153" West 627.02 feet to a point of tangent; thence continuing Page 9 North 5405738" West 312.99 feet to a point of curve; thence along a curve to the left 275.23 feet, said arrve having a central angle of 50°03'461, a radius of 315.00 feet and a long chord hearing. North 791,5910" West 266.56 feet to a point of tangent; thence continuing South 74°53'37" West 15.34 feet to the POINT OF BEGINNING, said parcel of land contains 130.87 acres, more orless. . (The total acreage for the four parcels described above is 20437 acres, more or less.) A irk- -JII$ `-'_ Ll—� — �O I�000,i " z 1 .So B (OZ AVALHDIH)'QA'IH NaGNIII 'I/� ZLOOOLL Rio ,a9xac jj//J ,L9"LL9Z M ,zc.,LW N `/ Ll9DaLL Ral S,gM4 Rao 9319Z "i9'°" 9Z GZ [�J ,G6'O6aZ _ nao — 9Z'l6YZ — — — <. wz _M _Zf.LL0B N _ _ _ _ Z Z \ 0 3Z EZ _ _ _ _ _ L-J 3 S LW a l ,C[.lLfia a�. g G' r9'0Y e u rt-J WL�i'1 i u JhtlJ .YL X I-9 N/ &VO .SS'YN6 135 q.,; 8 ; lAit7ld 7VlL.NV �r I �. 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A'I" Xc �, zaajD �' a°.rs'.\ .r'' 4+ \\\ •>nz,tea,— L .ac ro,_J x4 'gip °4 uu lN_j c q ,+\" �' Y•r��� 'ery m "�/.^ - e-J .weo� sa-J ` ' Nl d'+ I � 'i �q a ; l` Adi no n m \\' . • " rrsa. �\ a . ~ /" - °a_, �t�,� "r , , SI < ; $ ztl f y (!� S �' - ° : Z,hs, r s , .. a - - ,�.jj r, X�' � �. — — sa�-?_c, y,. ' 4 N s"""'� •9 r w r � � � " cJ a'+J'. IufilLLDd f? b �-A^ •'`C'b,� :q+ +a'�-. � �- � - n }J�., ca\ s .^ � i.¢'; P O� Ac.sq,L a r • ,gym O � n tl aSR �. b✓'`a. yrr>J al9 ll—J n Z � �u «�' „j y^� �' RR "o. 0 SO j S � � � p V ' � F " _,e'Lg � La ". 3 �• 2 � � � ^ °'? kl � 8 •A,B' 9 0 - a" �"n; o 'Raw.W n ti T G Yj W •� o,t0-9Z �i U —► 'H �, W I�r�� Z� 90 m J ,O p� _.a, h _P ' b' Z o 7 N o Gi N w �j M Z 03 vp° c z oo Ig Ys h m o N m zy E 3 .9S,LC.69 S L£'LL£l aall�.fr In 3 .OL,BZ.00 N D19*099 MdO ,L*,9b00 S '-- / RdO WARRANTY DEED 10i�_ i1 FOR VALUE RECEIVED, Grantor Sohn W. Hewitt, a avza i d m�� eal' � g with. egard to his sole and separate property, does hereby grant, bargain, sell?dnd `cMi 4y 066'perc6iif (1%) of his fifty percent (50%) tenancy -in -common interest in the herd, wiafter described real property, to Grantee Spurwing Corporation, Inc., whose address is 200 Nor4L4tb.S:kreet, Suite 20ti„ $pise, 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.i.8,s 000i4:1 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 lawful claims whatsoever. DATED this y of , 1994. GRANTOR: ,iOHN W. HEWIT"li STATE OF IDAHO ) )ss. COUNTY OF ADA ) On this _, day of 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 - 1 Notary Idaho Res' at Commission Expires: 1823001472 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 00120'40" 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 corner of the said Section 23; thence continuing North 00129'10" 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 50103'46", 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 54057138" East 312.98 feet to an iron pin sharking a point of curve; thence continuing along a curve to the left 746.36 feet, said curve having a central angle of 54128'31", a radius of 785.00 feet and a long chord bearing South 829 V53" East 718,56 feet to an iron pin marking a point of ending of curve; thence continuing North 191"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 0015606", 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 74042'14" East 174.76 feet to an iron pin; thence continuing North 77°31'4I n 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", a radius of 525.00 feet and a long chord bearing North 71°18'13" 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 ISZ3001473 Page 2 North 58035'47" 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" Fast 129.49 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 0012641" 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 1280.89 feet to an iron pin on the said Northerly right-of-way line of State Highway 20, also said paint "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 89020'01" West I69.45 feet to an iron pin marking a point of tangent; thence continuing North 89011132" 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 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 74°58'37" 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 left 215.32 feet, said curve having a central angle of 111135'03", 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 182; 001474 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 I21.31 feet to an iron pin marking a point of tangent; thence. continuing South 86023109" West 350.33 feet to an iron pin; thence continuing South 89°28'06" 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 00°4613" 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 89020112" 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 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 0002641" 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 tine of the Boise River, thence along the said Southerly original meander fine 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 84034156" 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 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 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°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 1SZ" 0Q14'75 Page 4 North 66112120" West 205.06 feet to aniron pin; thence continuing North 7490'32" West 169.26 feet to an iron pin; thence continuing South 87*1116" 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 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 66125'48" 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 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 71°18'13" West 95.41 feet to an iron pin marking a point of tangent; thence continuing South 77*3141" West 311.17 feet to an iron pin; thence continuing South 74042'14" 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°56'06", a radius of 690.00 feet and a long chord bearing South 70105'49" West 11.26 feet to an iron pin marking a point of ending of curve; thence continuing North 19026108" 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°I1'53" West 627.02 feet to an iron pin marking a point of tangent; thence continuing North 541ST38" 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 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. r- 1��32� Qb1476 Page 5 the above described parcels have a combined acreage of371.23 acres, more or less, EXCEPT: PARCEL I (Lot 2, Block 1) A parcel of land being a portion of the SW 1/4 and 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 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 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 001120'40" 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 230.90 feet to a point; thence South 61°15'01" East I66.51 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 86*31'06" East 167.26 feet to a point; thence North 891155'37" East 146.00 feet to a point; thence South 81040'05" East 107.13 feet to a point; thence South 68°32'20" East 110.08 feet to a point; thence South 55013150" East 110.08 feet to a point; thence South 41°55'20" East 110.08 feet to a point; thence South 29036500 East 110.09 feet to a point; thence South 15"1870" 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 239.09 feet, said curve having a central angle of 36*31'45", a radius of 182 30014`77 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 80058130" 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 00048128" West 305.94 feet to a point; thence South 19°45'45" 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 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 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 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 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 89°3212", a radius of20.00 feet and a long chord bearing 18403001478 Page 7 North 44025'26" West 23.17 feet to a point of tangent; thence North 00120'40" 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°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 85°06'24" East 300.82 feet to a point; thence North 82016137" 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 34°43'21" 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 94133'00", 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 I72.48 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 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 of81*04'18", 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 2814I'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 19°41'32" 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 00°48'28" 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 1823001479 Page 8 South 45°4828" West 70.71 feet tc_ 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 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., RAW., 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 00°03' 18", a radius of 34337.49 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 tight -of -way line North 00D26'41" East 1280,89 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 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 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 89'11'32" 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 of480.00 feet and a long chord bearing 1823001480 Page 9 South 04°59'41" East 97.06 feet to -a point of tangent; thence South 00048128" West 417.11 feet to a point; thence South 00*31'28" East 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 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 89111112" 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 34337.43 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 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 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 corner of the said Section 23, thence North 20035126" West 1100.58 feet to a point, also said point being the REAL POINT OF" BEGINNING; thence North 8901152" 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 65121'51", a radius of 30.00 feet and a long chord bearing North 5603017" 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 16021'51 ", a radius of 480.00 feet and a long chord bearing North 3200057" West 136.63 feet to a point of tangent; thence North 40011132" 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 22*41*32" West 342.80 feet to a point of tangent; thence North 11°24'51" West 46.13 feet to a point; thence North 84°48`28" East 271.85 feet to a point; thence Page 10 North 05°11'32" West 162.61 feetjo 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 3012631" 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 5915721" 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 69037'46" 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 36°46'36" 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 38°54'13" East 56.82 feet to a point; thence South 23008'15" 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 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 63122'10" East 29.49 feet to a point of tangent; thence South 15052131" East 3.26 feet to a point; thence North 74°07'29" East 40.00 feet to a point; thence North 15152'31" 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 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 08007'38", a radius of 480.00 feet and a long chord bearing North 83010'37" East 68.03 feet to a point of tangent; thence North 871114'26" East 13.55 feet to a point; thence South 16°01'40" East 223.99 feet to a point; thence South 25141'58" East 181.00 feet to a point; thence South 39147'32" East 180.43 feet to a point; thence South 34°39'48" East 153.54 feet to a point; thence I82300148z Page 11 South 33°42'23" East 105.62 feet to a point; thence South 19°20'07" 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 00026'41" 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 90021'47", a radius of 325.00 feet and a long chord bearing South 45°37'34" West 461.07 feet to the POINT OF BEGiNNO'G, 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., R.1W., 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 oo°29'10" 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 BEGE'41MG; thence along the said Northerly right-of-way line South 741158137" 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 76008'50" 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°01'49", 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 86°23'09" West 350.38 feet to a point; thence continuing South 89°28'06" West 195.35 feet to a point; thence continuing North 86°58'12" West 73.05 feet to a point; thence leaving the said Northerly right-of-way line of the Phyllis Canal 1SZ3QQ1483 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 114 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 112 of the NW 1/4 of Section 23 South 8991'58" 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 00026'41" 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°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 87°22'26" West I30.70 feet to a point; thence continuing South 85°00'24" West 154.38 feet to a point; thence continuing South 74'1549" 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 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 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 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 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 00°56'06", a radius of 690.00 feet and a long chord bearing South 70105'49" 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°2811", a radius of 685.00 feet and a long chord bearing North 82111'53" 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 1823003484 Page 13 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 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.) 'a�''� of Vto'►k�A DEED FOR VALUE RECEIVED, Nancy L. Hewitt, the Grantor, does hergy�grraag4-sb M �e and convey unto Spurwing Limited Partnership, the Grantee, whose ad&ess`is �60 Nort}i 4 Street, Suite 205, Boise, Idaho 83702, all of Grantor's right, title and 3nig;est in the real property located in Ada County, State of Idaho, and more particularly described k Exhibit. "A"., .attachddT of hereto and incorporated herein by reference. DATED this%�L. day of .1994. 1823001415 GRANTOR: STATE OF MAHO ) NANCY HEWITT )ss. COUNTY OF ADA ) Z On this `-S day of 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. C✓ Notary o�Tdaho Ret,2a Commission Expires: / 18Z ki 100141G DESCRIPTION FOR SPURWING SUBDIVISION (NON -GOLF COURSE PROPERTY) A parcel of land being a portions of the West 1J2 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 comer 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 corner of the said Section 23; thence continuing North 000291104 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"5817" 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 7915930" East 181.94 feet to an iron pin maricing 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*11'53" East 718.56 feet to an iron pin marking a point of ending of curve; thence continuing North 19026'08" 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 long chord bearing North 70005'49" 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 74°42'14" 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", 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 an iron pin; thence continuing 182300141t Page 2 North 5803547" East I97.24 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 North 66°2548" East 129.49 feet to an iron pin marking a point of tangent; thence continuing North 74115`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 0012641" 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 1280.89 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. N1� 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 mar;;irg the West 1/4 of the said Section 23; thence continuing North 00029'100 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 l IGINNING; thence along the said Northerly right-of-way line South 74°58'37" West 374.09 feet to an iron pin; thence continuing South 81'5622" 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 1823001418 Page 3 South 70021'I9" 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 16001,49", 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 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 86158'12" 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 the NE 114 of the NE 114 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 ofthe NE 1/4 of the NE 114 of Section 22; thence along the said Westerly boundary of the said Section 23 South 00'29'I0" 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 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 00026'41" 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 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 84°34'56" East 862.48 feet to an iron pin; thence continuing South 34134'56" 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 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 114 of Section 23 South 00°30'35" 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°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 79048'10" West 94.86 feet to an iron pin, thence continuing 1823001419 Page 4 North 66°12'20" 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 87'11'36" West 186.90 feet to an iron pin; thence continuing South 73°58'5I" West 133.78 feet to an iron pin; thence continuing North 8702276" West 189.28 feet to an iron pin, thence continuing South 85°00'24" West 154.33 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 58°35'47" 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 12126'55", 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 77031'41" West 311.17 feet to an iron pin; thence continuing South 74042'14" West 180.62 feet to an iron pin; thence continuing South 69°3T46" 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 0015606", 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 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 651.29 feet, said curve having a central angle of 54°28'31", a radius of 695.00 feet and a long chord bearing North 82111'53' West 627.02 feet to an iron pin marking a point of tangent; thence continuing North 54057380 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"59'30" West 266.56 feet to an iron pin marking a point of tangent; 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. 1823001420 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 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 0002940" East 324.83 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 89'39'20" East 130.00 feet to a point; thence North 001120140" East 100.00 feet to a point; thence North 89139'20" West 130.00 feet to a point; thence North 00020140" 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 00129'10" 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 61115,01" 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.I2 feet to a point; thence South 8631'06" East 167.26 feet to a point; thence North 89'5537" 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 110.09 feet to a point; thence South 41*5570" East 110.09 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 1823001421 Page 6 375.00 feet and a long chord bearing South 37°38'28" 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 46114'32" West 334.17 feet to a point; thence North 56051'30" 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 46000'00", a radius of 50.00 feet and a long chord bearing South 31016'49" West 39.07 feet to a point marking a point of ending of curve; thence North 91043'11' West 69.89 feet to a point; thence South 00°48'28" West 305.94 feet to a point; thence South 19045,45" East 174.02 feet to a point; thence South 20°37'12" West 531.07 feet to a point; thence South 00048'28" West 164.90 feet to a point; thence South 7515924" 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 104121116", a radius of20.00 feet and a long chord bearing North 51°49'08" West 31.60 feet to a point of ending of curve; thence North 8903970" 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, 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 SW 1/4 of Section 23 North 00°20'40" East 40.00 feet to a point on the Northerly right-of-way line of State Aighway 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 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 of20.00 feet and a long chord bearing 18.2L 001422 Page 7 North 44°25'26" 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 75°38'44", 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 75°59'24" East 194.94 feet to a point; thence South 85°06'24" East 300.82 feet to a point; thence North 82016'37" 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 34°4321" West 125.66 feet to a point; thence North 430I2'34" 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 the right 172.48 feet, said curve having a central angle of 30°24'28", a radius of 325.00 feet and a long chord bearing North 66032'45" East 170.47 feet to a point marking a point of ending of curve; thence North 81044'53" East I23.12 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 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°0943", 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 4001112" 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 00048128" 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 4504T23" West 70.71 feet toa 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: PARCEL. III (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 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 Hghway 20, also said point being the REAL POINT OF BEGEgMG; 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'I8", 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°26`41" East 1280.88 feet to a brass cap; thence North 89°33'19" West 33.00 feet to an iron pin; thence North 0002641" East 792.86 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 23102'08% a radius of 775.00 feet and'a long chord bearing South 1 l°04'23" 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 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 89011'320 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 paint ofreverse curve; thence along a curve to the right 9722 feet, said curve having a central angle of 11136118", a radius of 480.00 feet and a tong chord bearing 1823001424 Page 9 South 04°59'4 V East 97.06 feet tom paint of tangent, thence South 00*48`28" West 4 17. 11 feet to a point; thence South 00031`28" East 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 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*1192" East 70,71 feet to a point of tangent on the said Northerly right-of-way fine of State Highway 20; thence along the said Northerly tight -of -way line South SVI 1'32" East 324.46 feet to a point of curve; thence along a curve to the left 136.45 feet, said curve having a antral angle of00°1340", a radius of34337,48 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 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 comer of the said Section 23; thence along the Southerly boundary of the said Section 23 South 8901112" East 2627.62 feet to a brass cap marking the South 1/4 comer of the said Section 23; thence North 20035760 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 6512I'S 1", a radius of 30.00 feet and a long chord bearing North 560307" 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 40PI 112" 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 22041'32" West 342.80 feet to a point of tangent; thence North 110245 V West 46.13 feet to a point; thence North 8404878" East 271.85 feet to a point; thence ISZ3001425 Page 10 North 05'11'32" West 162.61 feet.to a.point; thence North 10159'45" 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 49"53'17" West 185.94 feet to a point; thence North 59057,210 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 6997'46" 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 36146'36" East 70.27 feet to a point; thence North 88103'13" 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 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 02'16'25", a radius 480.00 feet and a Iong 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 15'5231' 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 of94'59'19", a radius of 20.00 feet and a long chord bearing North 3113708" 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 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 I6'01'40" East 223.99 feet to a point; thence South 25°41'58" East 181.00 feet to a point; thence South 39'47'32" East 180.43 feet to a point; thence South 34°39'48' East 153.54 feet to a point; thence 1822001426 Page 11 South 33042734 East 105.62 feet to a point; thence South 19,20,07" 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 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 90'21'47", 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)(REV'ISED: 8/30/94) A parcel of land being a portion of the NE 1/4 of Section 22 and a portions of the NW 114 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 East 114 comer of the said Section 22; thence along the Easterly boundary of the said NE 114 of Section 22 North 001129'10" 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 74°58'37" West 374.09 feet to a point; thence continuing South 81"5672" 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 16101'49", 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 86"23'09" 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 1823001427 Page 12 North 00°46'33" East 1778.52 feet to a point; thence South 89020'12" East I955.42 feet to a point on the said Easterly boundary of the said NE 114 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 ofsaid NW 114 of Section 23; thence along the Northerly boundary of the said South 1/2 of the NW 1/4 of Section 23 South 8n 1'58" 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 00026'41" 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 89133'19" 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 871"22`26" West 130.70 feet to a point; thence continuing South 85°00'24" West 154.38 feet to a point; thence continuing South 74015148" 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°25'48" 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 of curve; thence 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 71°18'13" West 95.41 feet to a point of tangent; thence continuing South 77031'4I" West 311.17 feet to a point; thence continuing South 74°4Z'14" West 180.62 feet to a point; thence 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 00156'06", 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 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 54028'31 ", a radius of 685.00 feet and a long chord bearing North 82°I 1'53" West 627.02 feet to a point of tangent; thence continuing North 5405738" West 312.99 feet to a point of curve; thence along a curve to the left 275.23 1824 0(3�t428 Page 13 If feet, said curve having a central angle of 50 T4§", 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°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.) '°a��l�•,' o p �titiw • tioy K�q�l 'a411� 4� L . J DEED ..,......... FOR VALUE RECEIVED, Jane M. Harris, the Grantor, dges. Hereby. -gran argain, sell and convey unto Spurwing Limited Partnership, the Grantee, whose' adakbg' 'is dO Nord 4th Street, Suite 205, Boise, Idaho 83702, all of Grantor's right, title and. -interest in the real p opt located in Ada County, State of Idaho, and more particularly descrftdJn Exhibit _'A",.attadhdd hereto and incorporated herein by reference. .. 1S23001429 DATED thiday of 1994. jK GRANTOR: STATE OF IDAHO )ss. COUNTY OF ADA ) / On this a1-11-- day of /�1r�_,�Csr4Z , 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. No f Id _ Inv t: r ommission Expires: '/' 9 ISZO- v"14V0 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., 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 Section 23 North 0002940" 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 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 74059 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 50103'46", 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 tong 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 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 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 12°26'55", a radius of 525.00 feet and a long chord bearing North 7101813" East 113.84 feet to an iron pin marldng a point of tangent; thence continuing North 65004'46" East 225.50 feet to an iron pin; thence continuing .r ►�i �' s ISZ3001431 Page 2 North 59035147" 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 66n5`48" East 129.48 feet to an iron pin marking a point of tangent; thence continuing North 74015'48" 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 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 1280,83 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*2901" 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 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., IL 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 00020140" 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 7405817" 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 left 215,32 feet, said curve having a central angle of 11*35'03", a radius of 1065,00 feet and a tong chord bearing South 76108'50" West 214.96 feet to an iron pin marking a point of tangent; thence continuing ISOZ3001432 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 86°58'12" 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 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 00°29'10" West 658.77 feet to a point marking the Northwest comer 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 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 00126'41" 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 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 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 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°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°42'01' West 651.80 feet to an iron pin; thence continuing North 79048'10" West 94.86 feet to an iron pin; thence continuing 18 ,001433 Page 4 North 6601T20" West 205.06 feet to an.iron pin; thence continuing North 74030132" 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°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 74°15'48" 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 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 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 121126'55", 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 77131'41" 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°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 191126'08" West 5.00 feet to an iron pin marking a point of beginning of curve; thence continuing along a curve to the right 65I.28 feet, said curve having a central angle of 54°28'31 ", a radius of 695.00 feet and a long chord bearing North 82011153" West 627.02 feet to an iron pin marking a point of tangent; thence continuing North 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 79059'30" 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 BEGMING, said parcel of land contains 191.94 acres, more or less. 1823401434 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 114 of Section 23, TAN., P, 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 SW I/4 of Section 23 North 00020'40" East 324.83 feet to a point, said point being the REAL POM 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 00°20'40" East 100.00 feet to a point; thence North 89039'20" West 130.00 feet to a point; thence North 0002940" East 634.56 feet to a point marking the West I14 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 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 89055'37" East 146.00 feet to a point; thence South 81"40'05" East 107.13 feet to a point; thence South 68132'20" East 110.09 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 28"36'50" East 110.03 feet to a point; thence South 13'18'20" 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°3145", a radius of 1SZ3001435 Page 6 375.00 feet and a long chord bearing South 37°38'28" 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 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" 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 00048`28" West 305.94 feet to a point; thence South 19145'45" East 174.02 feet to a point; thence South 20137'12" 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 104021'16", 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 IT(L of 4, Block l ) 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 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 8901 l'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 89°32'12", a radius of 20.00 feet and a long chord bearing 1823001436 Page 7 North 44125'26" West 28.17 feet to a point of tangent; thence North 001"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 38"1902" East 24.53 feet to a point of tangent; thence North 75"5924" East 194.94 feet to a point; thence South 85"06'24" East 300.82 feet to a point, thence North 82016'37" 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 340437I" West I25.66 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 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 ha%ring a central angle of 30°24'28", a radius of325.00 feet and a long chord bearing North 66032'45" 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 81104' 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 feet, said curve having a central angle of 23"00'43 ", a radius of 630.00 feet and a long chord bearing South 280411I 1" 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°4828" West 417.11 feet to a point; thence South 02"08'24" West 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 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 182�00143'7 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°1 I'32" West 1926.96 feet to the POINT OF REGINNING, 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., 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 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 00°03'18", a radios 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 00026'410 East 1280.89 feet to a brass cap; thence North 89"33'19" West 33.00 feet to an iron pin; thence North 00026410 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 I1°04'23" 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 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 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 10I°36'18", a radius of 30.00 feet and along chord bearing South 40000119" 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 11'36'18", a radius of 480.00 feet and a long chord bearing ISZ300143S Page 9 South 04059141" East 97.06 feet to -a point of tangent; thence South 00*4829" West 417.11 feet to a point; thence South 00°31`28" East 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 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 right-of-way line South 8911192" 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 8901872" 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 114 and the NW 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 comer 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 1/4 comer of the said Section 23; thence North 2003526" West 1100.59 feet to a point, also said point being the REAL POINT OF BEGINNING; thence North 8901192" 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 65021'51", a radius of 30.00 feet and a long chord bearing North 5603017" 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 40011'32" 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 35°00'00", 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 11 °24'51" West 46.13 feet to a point; thence North 84148'28" East 271.85 feet to a point; thence 18ZOOV143.9 Page 10 North 05011132" 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 3002631" 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°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 69037146" 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 57°16'23" 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 65029'04" 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 02°16'25", 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 15°52'31" East 3.26 feet to a point; thence North 74°07'29" East 40.00 feet to a point; thence North 1505231" 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 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°07'38", a radius of 480.00 feet and a long chord bearing North 83010'37" 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°47'32" East 180.43 feet to a point; thence South 34139'48" East 153.54 feet to a point; thence ISZ3001440 Page I South 33°42`23' East 105.62 feet to a point; thence South 19'20'07" 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 89*11'32" East 301.94 feet to a point; thence South 00026'41" 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°21'47", 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)(REVISED: 8130194) 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 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 74158'37" 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*35'03", 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 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 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 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 line of the Phyllis Canal ISZ3001441 Page 12 North 00°46'33" East 1778.52 feel tog 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 1/4 of Section 23; thence along the Northerly boundary of the said South 1/2 of the NV 114 of Section 23 South 8991'58" East 2631.23 feet to a point marking the Northeast comer of the said South 1/2 of the NW I/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°2041" West 300.00 feet to a point; thence South 89°33'19" East 72.98 feet to a point; thence South 00026'4I" 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"22`26" West 130.70 feet to a point; thence continuing South 85100124" 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_. 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 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 12026'55", a radius of440.00 feet and a long chord bearing South 71°18'I3" West 95.41 feet to a point of tangent; thence continuing South 7703141" West 311.17 feet to a point; thence continuing South 7042'14" West 180.62 feet to a point; thence continuing South 6903T46" 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 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 marldng a point of beginning of curve; thence along a curve to the right 651.29 feet, said curve having a central angle of 54128'31 ", a radius of 685.00 feet and a long chord bearing North 82111'53" West 627.02 feet to a point of tangent; thence continuing North 540ST38" West 312.98 feet to a point ofcurve; thence along a curve to the left 275.23 i8ztooa44Z Page 13 feet, said curve having a central angle of 50 T46", 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 130.97 acres, more or less, (The total acreage for the parcel descnbed above is 166.86 acres, more or less.) *°'\'e 0A. P yw, 1010 • 1 DEED FOR VALUE RECEIVED, James S. Hewitt, the Grantor, does'-hereby,grant; b gait-s I and convey unto Spurwing Limited Partnership, the Grantee, whose `Ad"ress`'is 20'Nort) Ath Street, Suite 205, Boise, Idaho 83702, all of Grantor's right, title andlnterest in the re,- fro .!!M located in Ada County, State of Idaho, and more particularly described�in.Exhibit."A",.attanhed hereto and incorporated herein by reference. DATED this ay of 1994. GRANTOR: STATE OF IDA140 ) )ss. COUNTY OF ADA ) Li-wS. HEWITT On this J44' day of Zl& v l , 1994, before me, the undersigned Notary Public in and for said State, personally appeared James S. 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. • j r Notary or dab • mmission Expires: 9 ISZ3oo1444- DESCRIPTION FOR SPURN ING 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., 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 00020140" 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 �594.75 feet to a brass cap marking the West 114 corner of the said Section 23; thence continuing North 00129'10" 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 50°03'46", a radius of 215.00 feet and a long chord bearing South 79*5930" East 191.94 feet to an iron p"m marling 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 54028'31", a radius of 785.00 feet and a long chord bearing South 8211 V53" East 718.56 feet to an iron pin marking a point of ending of curve; thence continuing North M608" 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 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 74°42'14" East I74.76 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°2655", a radius of 525.00 feet and a long chord bearing North 71018'13" East 113.84 feet to an iron pin marling a point of tangent; thence continuing North 65004'46" East 225.50 feet to an iron pin; thence continuing 1SZ3001445 Page 2 North 58035'47" East 197.24 feet to an icon 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 66025143" East 129.48 feet to an iron pin marking a point of tangent; thence continuing North 74015'48" 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 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 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 I69.45 feet, said curve having a central angle of00°16'58", a radius of34337.48 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 89011132" West 2491.26 feet to the POINT OF BEGINNING, said parcel of land contains 179.24 acres, more or less. A parcel of land being portions of Sections 22 and 23, TAN., K1W., 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 74058'37" West 374.09 feet to an iron pin; thence continuing South 81056'22" 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 11135'03", a radius of 1065.00 feet and a Iong chord bearing South 76°08'50" West 214.96 feet to an iron pin marking a point of tangent; thence continuing 1SZ300144G 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 861158112" West 73.05 feet to an iron pin; thence continuing North 00°4693" East 1778.52 feet to an iron pin on the Northerly boundary of the 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 I955.42 feet to an iron pin marking the Northeast corner of the said South 1/2 of the NE I/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 659.77 feet to a point marking the Northwest corner of the South 112 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 of Section 23 South 89131'58" East 263I.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 0012641" 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°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 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 84°3456" 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 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 0013035" 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 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 7904810" West 94.86 feet to an iron pin; thence continuing 182q'_' 0Q1447 Page 4 North 66012'20" West 205.06 feet t_o an iron pin; thence continuing North 74°30'32" 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°58151" 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 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 581135'47" West I92.43 feet to an iron pin; thence continuing South 65°0446" 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 12126'55", 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 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 00056'06", a radius of 690.00 feet and a long chord bearing South 70°05'49" West 11.26 feet to art 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 54128'31", a radius of695.00 feet and a long chord bearing North 82111'53" 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 501103,46", 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 of tangent; thence continuing South 74°58'37" West 15.34 feet to the POINT OF BEGINNING, said parcel of land contains I91.94 acres, more or less. 1SZ300144S 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.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 point, said point being the REAL ]POINT OF BEGMNING; 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 001"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 00`29'10" 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 240.09 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 86°31'06" 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 68°32'20" East 110.09 feet to a point; thence South 55013'50" East 110.08 feet to a point; thence South 41*55'20" East 110.08 feet to a point; thence South 28136'50" East 110.08 feet to a point; thence South 15' 18`20" East 110.09 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°3145", a radius of 182"0014 49 Page 6 375.00 feet and a long 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 46°14'32" 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" 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 31116'49" 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 00148`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°43'28" 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 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 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 1/4 of Section 23, TAN., 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 1/4 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 89011'32" 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 89°3T12% a radius of 20.00 feet and a long chord bearing i82; 001450 Page 7 North 44025'26" West 28.17 feet tQ 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 75°3844", a radius of 20.00 feet and along chord bearing North 38°10'02" East 24.53 feet to a point of tangent; thence North 75"59'24" 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 76°39'48" East 691.47 feet to a point; thence North 00048128" East 789.24 feet to a point; thence North 34143'21" 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 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 30°24'28", a radius of 325.00 feet,and a long chord bearing North 66132'45" East 170.47 feet to a point marking 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°04'18", 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 28041'11" East 251.33 feet to a point of tangent; thence South 40'1112" 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 41000'00", a radius of 420.00 feet and a long chord bearing South 19°4112" 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°48'28" 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 182t001451 Page 8 South 45°48'28" West 70.7I 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 89'1192" 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., RAW., 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 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 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 00026141" East 1280.88 feet to a brass cap; thence North 89°33'19" West 33.00 feet to an iron pin; thence North OG°26'4I" East 782.86 feet to an iron pin; thence South 67°42'31" Vest 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*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 90°2I'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 89*11'32" West 95.03 feet to a point of curve; thence along a curve to the Ieft 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 of reverse curve; thence along a curve to the right 9722 feet, said curve having a central angle of 11136'18", a radius of 480.00 feet and a long chord bearing 182300145Z Page 9 South 0415941" East 97.06 feet to_a point of tangent; thence South 00148'28" West 417.11 feet to a point; thence South 00*3128" 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 feet, said curve having a central angle of 90°00'00", a radius of 50,00 feet and a long chord bearing South 4401132" 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°1132" 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° 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 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 Southerly boundary of the said Section 23 South 89*11'32" East 2627.62 feet to a brass cap marking the South 1/4 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 of65°21'51", a radius of30.00 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 16021'51 ", 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 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 ILS2 u 0 U14.53 Page 10 North 051111'32" West 162.61 feet -to a.point; thence North 10059'45" West 185.94 feet to a point; thence North 20043'08" West 195.94 feet to a point; thence North 30026'31" West 185.94 feet to a point; thence North 40109'54" West 185.94 feet to a point; thence North 49053'17" West 185.94 feet to a point; thence North 5905771" 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 69037146" 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 36046136" East 70.27 feet to a point; thence North 88003113" East 37.72 feet to a point; thence South 65°29'04" 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°16'25", a radius 480.00 feet and a long chord bearing North 6705958" 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 74107'29" East 40.00 feet to a point; thence North 15052'31" 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 31113708" East 29.49 feet to a point of compound curve; thence along a curve to the right 69.09 feet, said curve having a central angle of 08°07'38", 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 87014'26" 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°47'32" East 180.43 feet to a point; thence South 34°39'48" East 153.54 feet to a point; thence ISZ3001454 Page 11 South 3304T23" 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 89*11'32" East 301.94 feet to a point; thence South 00026141N 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 45037'34" 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 I/4 of Section 22 and a portions of the NW 1/4 and the NE 114 of Section 23, TAN., RAW., 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 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 fine 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 11035'03", 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 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*01'49", 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 86°23'09" 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 line of the Phyllis Canal 1823©01455 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 114 of Section 22 South 00029'12" 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 89031158" 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 00026141" 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°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 87122126" 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 66125148" 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°26'55", 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 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 69°3746" West 319.19 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 70°05'49" West 11.26 feet to a point marking a point of ending of curve; thence continuing North 19026108" West 5.00 feet to a point marldng 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 695.00 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 of curve, thence along a curve to the left 275.23 1SZ3001456 - Page 13 feet, said curve having a central angle of SO°03'46", a radius of 315.00 feet and a long chord bearing North 790591300 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.) L V/6- ;"4347 0 \OF Ai��ti n . I82uQ0145/ 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 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 thW;�Vday of 1994. Ce1:7:�ZIMM ARDIS C. HEWITT STATE OF IDAHO ) )ss. COUNTY OF ADA ) On this - 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 acknowledged to me that she executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my 97!bl al J r- seal, the day and year in this certificate first above written. ,' • r� - 91 7 ZIic f o siding at: Commission Expires: or FEE _ - iiEGJf _ -�T 182�O01458 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 00020140" East 40.00 feet to an iron pin on the Northerly right-of-way Iine of State Highway 20(F.A.P. No. F-3021(5)), also said point being the REAL POINT OF BEGINNING; thence continuing North 00020140" 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 50103'46", a radius of 2I5.00 feet and a long chord bearing South 79°59'30" East 181.94 feet to an iron pin marling 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* 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 marling 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 69°37`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 770311410 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 S25.00 feet and a long chord bearing North 71 °I8'13" 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 ^ •.s : �•.� �� 'd •i +: " " Ft i 182�001459 Page 2 North 58035'47" East 197.24 feet loan 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 66025'48" East 129.48 feet to an iron pin marking a point of tangent; thence continuing North 74015'48" East 73.67 feet to an iron pin on the Easterly boundary of the said West 112 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 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 1280.89 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 0011615811, a radius of34337.48 feet and a long chord bearing North 89"20101" 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 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 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 74°58137" West 374.09 feet to an iron pin; thence continuing South 8115622" 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 76008'50" West 214.96 feet to an iron pin marking a point of tangent; thence continuing 1822001460 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°01'49", 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 89°28'06" West 195.35 feet to an iron pin; thence continuing North 86058112" West 73.05 feet to an iron pin; thence continuing North 00"4613" 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 89°20'12" East 1955.42 feet to an iron pin marking the Northeast comer of the said South I/2 of the NE 1/4 of the NE I/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 offtNW 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 00026'41" 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 01104'56" 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 34134'56" 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 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 00°30135" 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 78036'01" West 924.35 feet to an iron pin; thence continuing South 89042'01" West 651.80 feet to an iron pin; thence continuing North 791148'10" West 94.86 feet to an iron pin; thence continuing 1823001461 Page 4 North 66012'20" West 205.06 feet to arL iron pin; thence continuing North 74030'32" West 169.26 feet to an iron pin; thence continuing South 8701116" 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 74°15'48" West 96.56 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 58135'47" 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 12"26'55", a radius of 440.00 feet and a long chord bearing South 71118'I3" West 95.41 feet to an iron pin marking a point of tangent; thence continuing South 77031'41" 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 00156'06", a radius of 690.00 feet and a long chord bearing South 70105'49" West 11.26 feet to an iron pin marking a point of ending of curve; thence continuing North 19112608" 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 544,28'31", a radius of685.00 feet and a long chord bearing North 821111153" West 627.02 feet to an iron pin marking a point of tangent; thence continuing North 54057138" 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 79059'30" 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. 182� 001462 Page 5 the above described parcels have a combined acreage of 371.23 acres, more or less, EXCEPT: PARCEL Y (Lot 2, Block 1) Aparcel of land being a portion of the SW 1/4 and theNW 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 Westerly boundary of the said SW 1/4 of Section 23 North 00120'40" East 324.93 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 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 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 00029'10" West 269.72 feet to a point; thence South 00°20'40" West 240.09 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 86°31'06" 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 68°32'20" East 110.09 feet to a point; thence South 55013150" East 110.08 feet to a point; thence South 41055700 East 110.08 feet to a point; thence South 28°36'50" East 1 I0.08 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 1823001463 Page 6 375.00 feet and a long chord bearing South 37138'28" West 235.05 feet to a point marking the point of ending of curve; thence North 35109'43" West 122.77 feet to a point; thence North 46014'32" West 334.17 feet to a point; thence North 56051'30" 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°I649" West 39.07 feet to a point marking a point of ending of curve; thence North 811'43'11' West 68.89 feet to a point; thence South 00°48'28" 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 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 104021'16", a radius of 20.00 feet and a long chord bearing North 51049'08" 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 II(Lot 4, Block 1) A parcel of land being a portion of 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 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 3I.25 feet, said curve having a central angle of 89°32'12", a radius of 20.00 feet and a long chord bearing 18403001464 Page 7 North 44'25'26" 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 75138'44", 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 75'59'24" East 194.94 feet to a point; thence South 85°06'24" East 300.82 feet to a point; thence North 820I6'37" East 505.59 feet to a point; thence South 76'39'48" East 691.47 feet to a point; thence North 00048'28" East 799.24 feet to a point; thence North 34043'21" 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 of94'33'00", a radius of 20.00 feet and a tong 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 3002428", a radius of 325.00 feet and a long chord bearing North 66032'45" East 170.47 feet to a point marking 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 81104'18", a radius of 20.00 feet and a long chord bearing South 57'42'59" 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 28'4111" 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 00'4828" 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 182 >001465 Page 8 South 4504879" 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" l 1'32" 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., RAW., 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°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 00003'18", 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 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 00026141 " 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 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 90021'47", a radius of 375.00 feet and along chord bearing South 45037'34" West 532.01 feet to a point of tangent; thence North 89*11'32" 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 10113618", 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*36'18", a radius of 480.00 feet and a long chord bearing 'SZ2 '001466 Page 9 South 04059'41" East 97.06 feet to_a point of tangent; thence South 00048`28" West 417.11 feet to a point; thence South 00031'28" East 215.06 feet to a point, thence South 00048'28" 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 right-of-way line of State Highway 20; thence along the said Northerly right-of-way line South 890I 1'32" 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 of00°13'40", a radius of 34337.48 feet and long chord bearing South 89'19'22" 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., 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 89*11'32" 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 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 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 161215111, a radius of480.00 feet and a long chord bearing North 32°00'37" 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 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 I 1'24'51" West 46.13 feet to a point; thence North 84"48'28" East 271.85 feet to a point; thence 1��� oo�4s7 Page 10 North 05'11'32" West 162.61 feeUo a.point; thence North 10°59'45" West I85.94 feet to a point; thence North 20043'08" West 185.94 feet to a point; thence North 30026'31" 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 5905721" West 199.09 feet to a point; thence North 3900227" 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 69037,46" 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 36146'36" East 70.27 feet to a point; thence North 88103'13" East 37.72 feet to a point; thence South 65129'04" East 32.65 feet to a point; thence South 38054'13" East 56.92 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 02016'25", 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 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 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 08°07'38", 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 16°01'40" East 223.99 feet to a point; thence South 25*4158" East I81.00 feet to a point; thence South 39°47'32" East 180.43 feet to a point; thence South 34°39'48" East 153.54 feet to a point; thence 1823001468 Page 11 South 33°4T23" 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°48'28" West 291.00 feet to a point; thence South 89°11'32" 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 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)(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., 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 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 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 701121'19" 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°01'49", 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 86°23'09" 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 line of the Phyllis Canal Page 12 North 0004633" East 1779.52 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 114 of Section 22 South 00°29'12" West 659.77 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 114 of Section 23 South 89031'58" 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 0002641" East 350.91 feet to a point; thence South 89133'19" 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 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 87°22'26" West 130.70 feet to a point; thence continuing South 85000124" 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 15140'02", 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 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 12026'S5", 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°3141" West 311.17 feet to a point; thence continuing South 74°42'14" West 190.62 feet to a point; thence 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 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 191"26'08" West 5.00 feet to a point marldng 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 54°57'38" West 312.98 feet to a point of curve, thence along a curve to the left 275.23 1823001470 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 7905930" 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.) k' CG%S ' 434r �0 2 OF ���x Q. TeI� �I� tG 99 DEED FOR VALUE RECEIVED, Spurwing Corporation, the Gra9tvt; ,does h by grant, bargain, sell and convey unto Spurwing Limited Partnership, the GraJntee, whose aAdr`ess` is�o North 4th Street, Suite 205, Boise, Idaho 83702, all of Grantor's riglit, title.and,interest in the real property located in Ada County, State of Idaho, and more partidilarly described in Exait' "A", attached hereto and incorporated herein by reference. 1823001485 DATED this day of 1994. GRANTOR: SPURWING CORPORATION By Its STATE OF IDAHO ) )ss. County of Ada ) On this SA-IL"day of 1994, b fore me the undersigned, a Notary Public in and for said State, personalty appeared 'Iel known or identified to me to be the of the entity that executed the instrument or the person who executed the instrument 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. 1823001456 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.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 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 BEGINNING; 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 00°29'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 5010346", a radius of 215.00 feet and a long chord bearing South 79°59'30" East 18I.94 feet to an iron pin marking a point of tangent; thence continuing South 54°5T38" 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' 11'53" East 718.56 feet to an iron pin marking a point of ending of curve; thence continuing North I902608" 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 of775.00 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 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", a radius of 525.00 feet and a long chord bearing North 7I °I8'13" East 113.94 feet to an iron pin marldng a point of tangent, thence continuing North 65°04'46" East 225.50 feet to an iron pin; thence continuing - 1823001487 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 15040'02", a radius of 475.00 feet and a long chord bearing North 66°25'48" East 129.49 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 00°264I" 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 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°1658", a radius of3,1337.48 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. s► URM 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 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 74°58'37" West 374.09 feet to an iron pin; thence continuing South 81°5622" West 411.51 feet to an iron pin marling 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 tong chord bearing South 76108'50" West 214.96 feet to an iron pin marking a point of tangent; thence continuing ISZ3001488 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 86123'09" West 350.38 feet to an iron pin; thence continuing South 89128'06" West 195.35 feet to an iron pin; thence continuing North 86058112" 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 114 of said Section 22; thence along the said Northerly boundary South 89°20'12" East I955.42 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 00029'I0" 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 I/4 of Section 23 South 89°31'58" East 2631.23 feet to an iron pin marking the Northeast corner of the 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 00°26'41" East 1316.57 feet to a brass cap marking theNorth 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 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 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 78°04'56" 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 I/4 of Section 23; thence along the said Easterly boundary of the said NE 114 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 89042101" West 651.80 feet to an iron pin; thence continuing North 79048'10" West 94.86 feet to an iron pin; thence continuing 1.823001489 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°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°22`26" West I88,28 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 58°35'47" 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°26'55", 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 69°37'46" 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 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°28131 ", 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 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 79059'30" 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. 1SZ300 L490 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 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 00°20'40" 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°3920" 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 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 00°29'10" 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 I66.51 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 89055'37" East 146.00 feet to a point; thence South 81°40'05" East 107.13 feet to a point; thence South 68°3T20" East 110.08 feet to a point; thence South 55013'50" East 110.08 feet to a point; thence South 41°55'20" East 110.08 feet to a point; thence South 28036'50" East I I0.08 feet to a point; thence South 15018'20" 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 Page 6 375.00 feet and a long 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 46°I4'32" 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 *16'49" West 39.07 feet to a point marking a point of ending of curve; thence North 810'43'11' West 68.89 feet to a point; thence South 00148'28" West 305.94 feet to a point; thence South 19°45'45" East I74.02 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 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 104121116", a radius of 20.00 feet and a long chord bearing North 51049'08" 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 IT(Lot 4, Block 1) A parcel of land being a portion of the SW 1/4 of Section 23, TAN., R.I 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 1/4 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*11132" 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 1823001492 Page 7 North 44"25'26° 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 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 75°59'24" East 194.94 feet to a point; thence South 85°06'24" East 300.82 feet to a point; thence North 82"16137" East 505.59 feet to a point; thence South 76°3948" East 691.47 feet to a point; thence North 00°48'28" East 789.24 feet to a point; thence North 34043'21" West 125.66 feet to a point; thence North 430I2'34" 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 94°33'00", a radius of 20.00 feet and a long chord bearing North 04003'55" East 29.39 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 of325.00 feet and a tong chord bearing North 6613245" 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 8PO4'18", 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 of23°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 40'1112" 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 41000'00", 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 0004878" 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 1SZ3001493 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 89111132" West 1926.96 feet to the POINT OF BEGINNING, said parcel of land contains 19.70 acres, more or less, EXCEPT: PARCEL M (Lot 79, Block 1) A parcel of land being a portion of the South 1/2 of Section 23, T.4N., RAW., 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°03'18", 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 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 11104'23" 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 9002I'47", a radius of 375.00 feet and along chord bearing South 45037134" West 532.01 feet to a point of tangent; thence North 89111132" 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'I8", 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°36'18", a radius of480.00 feet and a long chord bearing 'SZ3001494 Page 9 South 0405941" East 97.06 feet to -a point of tangent; thence South 00"48'28" West 417.11 feet to a point; thence South 00*3128" East 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 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 tight -of -way line South 8901132" 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 3433 7.4 8 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., R. I 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 Southerly boundary of the said Section 23 South 89°1 I'32" East 2627.62 feet to a brass cap marking the South 114 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 curve having a central angle of 65°2I51 ", a radius of 30.00 feet and a long chord bearing North 56113017" 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 16021'51", a radius of480.00 feet and a long chord bearing North 32100'37" West 136.63 feet to a point of tangent; thence North 4001192" 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 35100'00", 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 11024151" West 46.13 feet to a point; thence North 84048`28" East 271.85 feet to a point; thence 182"YO01 95 Page 10 North 05111'32" West 162.61 feet.so a.point; thence North 10059'45" West 185.94 feet to a point; thence North 20°43'08" West 185.94 feet to a point; thence North 30°26'3 I" 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 5905721" 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 69037'46" East 92.95 feet to a point; thence leaving the said Southerly tight -of -way line, South51°56'52" East 91.5I 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 02016'25", a radius 480.00 feet and a long chord bearing North 67159'58" 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'I0" 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 94059,19", 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 right 68.09 feet, said curve having a central angle of 08007'38", 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 87014'26" East 13.55 feet to a point; thence South 16°01'40" East 223.99 feet to a point; thence South 25141'58" East 181.00 feet to a point; thence South 39°47`32" East I80.43 feet to a point; thence South 34°39'48" East 153.54 feet to a point; thence 1823001495 Page I South 3304273" 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°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 90°21'47", a radius of 325.00 feet and a long chord bearing South 45037`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, T.4N., RAW., B.M., Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the East I/4 corner of the said Section 22; thence along the Easterly boundary of the said NE 1/4 of Section 22 North 001"29'10" East 561.53 feet to a point on the Northerly tight -of -way fine of the Phyllis Canal, also said point being the REAL POINT OF BEGINNING; thence along the said Northerly right-of-way line South 74158'37" 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*35'03", a radius of 1065.00 feet and a long chord beating 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 78°22'14" West 121.31 feet to a point of tangent; thence continuing South 86°23'09" West 350.38 feet to a point; thence continuing South 89°28'06" West 195.35 feet to a point; thence continuing North 86'58' 12" West 73.05 feet to a point; thence leaving the said Northerly right-of-way line of the Phyllis Canal 1SZ3001.497 Page 12 North 00°4633" East 1778.52 feet to a point; thence South 89°20'12" East I955.42 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 1I2 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 1/4 of Section 23; thence along the Easterly boundary of the said NW 1/4 North 00026141" 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°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 8702276" 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 15040'02", a radius of 560.00 feet and a long chord bearing South 6P25'48" 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 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 of440.00 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°4214" West 180.62 feet to a point; thence 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 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 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 5402831 ", 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 54057,38" West 312.98 feet to a point of curve; thence along a curve to the left 275.23 1823001498 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 79059'30" West 266.56 feet to a point of tangent; thence continuing South 74058137" 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.) i-Q A. �11, . tol��'I D E E R i. ......... 4�" FOR VALUE RECEIVED, John W. Hewitt, the Grantor, doel hereby ;: barg '' sell and convey unto Spurwing Limited Partnership, the Grantee, whose address is �2b'o North 4th Street, Suite 205, Boise, Idaho 83702, all of Grantor's right, title and -interest jp.the reai.property located in Ada County, State of Idaho, and more particularly described in Exhibit. "A", attached hereto and incorporated herein by reference. 1823 091499 DATED thiday of 1994. GRANTOR: STATE OF IDAHO ) )ss. COUNTY OF ADA ) / On this %�� day of , 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. i 182�001500 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., 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 00120'40" 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 00020'40" 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 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°03'46", a radius of 215.00 feet and a long chard bearing South 79°59`30" East 181.94 feet to an iron pin marking a point of tangent; thence continuing South 54°57'38" 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°28'3 V, 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 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 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 7703114l" East 309.07 feet to an iron pin marking a point of curve; thence continuing slang 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 7I018113" East 113.84 feet to an iron pin marling a point of tangent; thence continuing North 65°04'46" East 225.50 feet to an iron pin; thence continuing 182a 001.501 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 15040'02", a radius of 475.00 feet and a long chord bearing North 66025'48" East 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°2641" 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 1290,89 feet to an iron pin on the said Northerly right-of-way line of State Highway 20, also said point marking a point of begMng 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 34337.49 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., 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 00°20'40" 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 74058'37" West 374.09 feet to an iron pin; thence continuing South 8115622" 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 2I4.96 feet to an iron pin marking a point of tangent; thence continuing ISZ3001502 Page 3 South 70112I'I9" West 269.76 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 112 of the NE 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 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 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 South 01'04'56" East 484.52 feet to an iron pin; thence continuing South 17049'56" 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*34156" East 331.72 feet to an iron pin; thence continuing South 78104'56" 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 1/4 of Section 23; thence along the said Easterly boundary of the said NE 114 of Section 23 South 00030'35" 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 78036101" West 924.35 feet to an iron pin; thence continuing South 89042101" West 651.80 feet to an iron pin; thence continuing North 79"48'I0" West 94.86 feet to an iron pin; thence continuing is23001.503 Page 4 North 66012120" 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 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°2226" West 188.28 feet to an iron pin; thence continuing South 85100'24" West 154.38 feet to an iron pin; thence continuing South 74'1549" West 96.56 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 marling 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 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 69°37'46" West 319.18 feet to an iron pin marling 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 tong chord bearing 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 tight 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 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°59'30" 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 BEGMING, said parcel of land contains 191.94 acres, more or less. 1823001504 Page 5 the above described parcels have a combined aczeage 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 1/4 of Section 23, TAN., K1W., 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 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 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 00°29'10" 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 55124'15" East 230.80 feet to a point; thence South 61015'0In 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 $6031'06" 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 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 28036'50" East 110.08 feet to a point; thence South 15*1970" 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 182,3OQ1503 Page 6 375.00 feet and a long chord bearing South 37138'28" 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 56051130" 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 46000'00", a radius of 50.00 feet and a long chord bearing South 31016'49" 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 00148'28" West 305.94 feet to a point; thence South 19°45'45" East 174.02 feet to a point; thence South 2003712" 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 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 89039'20" West 30.00 feet to the POINT OF BEGINNING, said parcel of land contains 28.27 acres, more or less, EXCEPT: PARCEL 11(Lot 4, Block 1) A parcel of land being a portion of 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 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 89°32'12", a radius of 20.00 feet and a long chord bearing 'SZ3001506 Page 7 North 44°25'26" West 28.17 feet tQ 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 of75°38'44% 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 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 7613948" East 691.47 feet to a point; thence North 001148'28" 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 94133'00", 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 30024'28", a radius of 325.00 feet and 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 81004'18", a radius of 20.00 feet and a long chord bearing South 57042'58" 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 2804111" 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 41100'00", 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°48'28" 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 1s2 ,00150'7 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 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., 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 114 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 00'03'18", 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 0012641" East 1280.88 feet to a brass cap; thence North 99033119" West 33.00 feet to an iron pin; thence North 00°2641" East 782.86 feet to an iron pin; thence South 67142'31" 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 23102'08", a radius of 775.00 feet and a long chord bearing South 11104'23" 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 90121'47", 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 99011132" 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 40000'19" West 46.50 feet to a point of reverse curve; thence along a curve to the right 97.22 feet, said curve having a central angle of 11*36'18", a radius of 480.00 feet and a long chord bearing . ISZ30015Q8 South 041159'41" East 97,06 feet to_a point of tangent; thence South 00°4828" West 417.11 feet to a point; thence South 00031'28" 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 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 00'13'40", a radius of 34337.49 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, 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, T.4N., 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 89'11'32" East 2627.62 feet to a brass cap marking the South 1/4 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 89PI 1'32" West 131.03 feet to a point of curve; thence along a curve to the tight 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 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 hearing North 32°00'37" West 136.63 feet to a point of tangent; thence North 40011520 West 62.57 feet to a point of curve; thence along a curve to the right 349.19 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 342.90 feet to a point of tangent; thence North 11024'51" West 46.13 feet to a point; thence North 84148'28" East 271.85 feet to a point; thence 182300i509 Page 10 North 05°11'32" West 162.61 feet4o a.point; thence North 10°5945" West 185.94 feet to a point; thence North 20°43'08" West 185.94 feet to a point; thence North 3012631" 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 5915721" 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 69037146" East 92.95 feet to a point; thence leaving the said Southerly right-of-way line. South 51056`52" 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 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 02°16125", a radius 480.00 feet and a long chord bearing North 67159'W' 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 63022'10" East 29.49 feet to a point of tangent; thence South 15052'31" East 3.26 feet to a point; thence North 74°07'29" East 40.00 feet to a point; thence North 15052'31" 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 0800738", a radius of 480.00 feet and a long chord bearing North 83010'37" 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*4158" East 181.00 feet to a point; thence South 39°47'32" East 180.43 feet to a point; thence South 34°39'48" East 153.54 feet to a point; thence 182" 001510 Page 11 South 33042'23" 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 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°21'47", 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)(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 I14 and the NE 1/4 of Section 23, TAN., RAW., W., 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 8105672" 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°21119" 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*01'49", a radius of 435.00 feet and a long chord bearing South 78°22114" 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°58'12" West 73.05 feet to a point, thence leaving the said Northerly right-of-way line of the Phyllis Canal 182I-3001511 Page 12 North 00046'33" 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 of the South 112 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 89031'58" 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°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 87°22'26" 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 15°40'02", 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 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 12126'55", 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 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 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 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 8291'53" 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 1SZ3001512 Page 13 feet, said curve having a central angle of 5M3146", 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.) ►Pie 3,5015171 PART OF ORIGINAL. � 1844001349 TOO POOR TO COPY r n DEED V Q: y 0 V" �P 'S5 rl'1-. 6 r , `!3 og � , FOR VALUE RECEIVED, Charlene Hewitt, the Grantor, d hereby. grant bargain, sell and convey unto Spurwing Limited Partnership, the Grantee;;whose.address=is:= r cF 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. STATE OF IDAHO } ) ss. County of Ada - . On this _ O day of , 1995, before me, the undersigned, a Notary Public in and for said State, personally appeared CHARLENE HEWITT, 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 WTINESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. � y � r^` •, . � . f :1:11 - .. roz.:;. 184-110013.. 0 - DESCRIPTION FOR SPURNING SUBDIVISION (NON -GOLF COURSE PROPERTY) A parzel of land being a portions of the West 1/2 and the SE 1/4 of Sections 23, TAN., K1W., 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-302] (5)), also said point being the REAL POINT OF BEGINNING; 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 74058370 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°5930" East 181.94 feet to an iron pin marking a point of tangent; thence continuing South 5425738" 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*11'53" East 718.56 feet to an iron pin marking a point of ending of curve; thence continuing North 19026'08" 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 long chord bearing North 70°05'49" East 12.65 feet to an iron pin marking a point of tangent; thence continuing North 69037,460 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 12°26'55", 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 E��i�iT A 1544OU3 331 Page 2 North 5803Y47" 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 66025'48' Fast 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 000264 V 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 of00°16'58", a radius of34337.48 feet and a tong chord bearing North 89020'01" West 169.45 feet to an iron pin marking a point of tangent; thence continuing North $901112' 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 114 of the said Section 23; thence continuing North 001129' 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 ion 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 left 215.32 feet, said curve having a central angle of 11*35'03", 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 Page 3 South 70°21'I9" West 268.76 feet to an iron pin marking a point of curve; thence continuing along a curve to the right 121.7I feet, said curve having a central angle of 1600 t'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 00"4633" 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 itlong the said Northerly boundary South 890201120 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 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 of Section 23 South 89*31'58' East 2631.7-3 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 0012641" East 1316.57 feet to a brass cap marking the North 114 corner of the said Section 23; thence along the Northerly boundary of the NE 114 of the said Section 23 South 8905239" East 805.00 fed to an iron pin on the Southerly original meander linc 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 1714956" 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 78°0456" 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°3035" West 282.23 feet to an iron pin on the extended Northerly right of way line ofthe said Phyllis Canal; thence alt,ng 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 79"48'10" West 94.86 feet to an iron pin; thence continuing 1841001333 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 8M226' West 1 a8.28 feet to an iron pin; thence continuing South 85'00'24" West 154.38 feet to an iron pin; thence continuing South 74015148" 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 I5°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°35'47" 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°2655", 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*3IN V 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 0015606", 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 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 ", it 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 312.99 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 3I5.00 feet and a long chord bearing North 79°59'30" West 266.56 feet to an iron pin marldng 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. 1844001354 Page 5 the above described parcels have a combined acreage of 371.23 acres, more or less, EXCEPT: PARCEL T (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 0002040' East 1575.37 feet to a point; thence South 89139'20" 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 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 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 86*31'06" East 16726 feet to a point; thence North 89155'37' East 146.00 feet to a point; thence South 81°40'05" East 107.13 feet to a point; thence South 68*3270' East 110.08 feet to a point; thence South 551113'50' East 110.08 feet to a point; thence South 41°55'20" East 110.08 feet to a point; thence South 28*3650" East 110.08 feet to a point; thence South 15018*200 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*3145", a radius of 1844001355 Page 6 375.00 feet and a long chord bearing South 37°38'28" 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 46014'32" West 334.17 feet to a point; thence North 56°51'30" West 485.23 feet to a point; thence North 80058/00 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 4000'00", 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 81043111' West 68.89 feet to a point; thence South 0004828" West 305.94 feet to a point; thence South 19°45'45" East 174.02 feet to a point; thence South 20°3712" 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 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 Iong chord bearing North 51049'08" 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 2827 acres, more or less, EXCEPT: PARCEL iI(Lot 4. Block 1) A parcel of land being a portion of the SW 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 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 8V32112", a radius of 20.00 feet and a Iong chord bearing f 154443013a a Page 7 , North 44°25'26" West 28.17 feet to a point of tangent; thence North 00020'40" East 177.61 feet to a paint of curve; thence along a curve to the right 26.41 feet, said curve having a central angle of 75038'44", u radius of 20.00 feet and a tong chord bearing North 381110'02" East 24.53 feet to a point of tangent; thence North 75'59'24" East 194.94 feet to a point; thence South 85°06'24" East 300.82 feet to a point; thence North 820l6'37" East 505.59 feet to a point; thence South 7603948" East 691.47 feet to a point; thence North 0004828" East 789.24 feet to a point; thence North 34°4321" West I25.66 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 94133'00", a radius of 20.00 feet and a long chord bearing North 040031550 East 29.39 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°24'28", 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 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 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 4091'32" 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 of41°00'00", a radius of420.00 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°4828" West 120.00 feet to a point ofcurve; thence along a curve to the right 78.54 feel, said curve having a central angle of 90°00'00", a radius of 50.00 feet and a long chord bearing Page 8 South 4504878" 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 89,311120 West 1926.96 feet to the POINT OR DEGMING, 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 112 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 comer of the said Section 23; thence along the Easterly boundary of the SW 1/4 of the said Section 23 North 00026'41" 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 BEGIMING; thence along the said Northerly tight -of -way line along a curve to the left 33.00 feet, said curve having a central angle of 00103'18", 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 fine North 00°26'41' East 1290.88 feet to a brass cap; thence North 89*33'19" West 33.00 feet to an iron pin; thence North 00026'410 East 782.86 feet to an iron pin; thence South 67"4211' 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 1100413" 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 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 89011/20 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 101036'18", a radius of 30.00 feet and along chord bearing South 40'WI9' 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 1113618", a radius of 480.00 feet and a long chord bearing 184400135a Page 9 South 04°5941 a East 97.06 feet to a point of tangent; thence South 001148`28" West 417.11 feet to a point; thence South 00*3128" East 215.06 feet to a point, thence South 0004873" 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*1132" 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°1340", a radius of 34337.48 feet and tong 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 114 and the NW 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 Southerly boundary of the said Section 23 South 899132" East 2627.62 feet to a brass cap marking the South I/4 corner of the said Section 23; thence North 20P35264 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°21'51 ", 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*2I*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 4001132" 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 22°4112" West 342.80 feet to a point of tangent; thence North 1102T51" West 46.13 feet to a point; thence North 84°48'28" East 271.85 feet to a point; thence 1544001359 Page I0 North 05011'32" 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 30026131" West 185.94 feet to a point; thence North 40009'54" West 185.94 feet to a point; thence North 49"53'17" West 185.94 feet to a point; thence Norte 59"57210 West 199.09 feet to a point; thence North 39002770 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 6903746" 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 57°1623" East 66.76 feet to a point; thence South 36°46'36" 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 38°54'13" East 56.82 feet to a point; thence South 23108'15" 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 02016'25", 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 of94°59'19", a radius of20.00 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 1505291" 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 31°37'08' East 29.49 feet to a point of compound curve; thence along a curve to the right 69.09 feet, said curve having a central angle of 08°0738", 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*41'58" East 191.00 feet to a point; thence South 39°47'32" East 180.43 feet to a point; thence South 34039'48" East 153.54 feet to a point; thence 184,1001360 Page I South 33°4223" 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°48`28" West 291.00 feet to a point; thence South 89*11'32" East 301.94 feet to a point; thence South 00°26'4 V 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 of325.00 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 I, 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 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'I0" East 561.53 feet to a point on the Northerly right-of-way fine of the Phyllis Canal, also said point being the REAL Pp1NT OF BEGINNING; thence along the said Northerly right-of-way line South 74058'37" West 374.09 feet to a point; thence continuing South 91056*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 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 16*01'49", 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 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 Fine of the Phyllis Canal 184411JO1361. Page 12 North 000461330 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 114 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 89031`58" East 2631.23 feet to a point marling the Northeast comer of the said South 1/2 of the NW I14 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 89033'19" East 200.00 feet to a point; thence South 00"2641" West 300.00 feet to a point; thence South 89°33'I9" East 72.98 feet to a point; thence South 00*26'4 I" 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*22 26" West 130.70 feet to a point; thence continuing South 85°00'24" West 154.39 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 58°3547" West 192.43 feet to a point; thence continuing South 65004'46" West 220.69 feet to a point ofc curve; thence 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 7198'13" West-95.41 feet to a point oftangent; thence continuing South 77*31'41" West 311.17 feet to a point; thence continuing South 74°42'14" West 180.62 feet to a point; thence continuing South 69°3746" West 319.18 feet to a point of curve; thence along a curve to the right 11.26 feet. said carve having a central angle of 0005606% 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 54028'31 ", a radius of 685.00 fect 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 of curve; thence along a curve to the left 275.23 u Page 13 feet, said curve having a central angle of 50003146", 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°59'37" 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.) 1410 1883000592 DEED 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 Sputwing Limited Partnership, an Idaho 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 ?-:-7 day of June, 1995. THE HELEN MARIE SIMPSON TRUST By. C)A Ardis M. Hewitt Its Trustee y2237 C. ' R j. BWSE V) DEED-1 195 JUN 2'e-1 i 0 FEE OF REC f��:. 188%2 000593 STATE OF IDAHO ) ) ss. County of Ada ) On this ,�� --J day of , 1995, before me, the undersigned, personally appeared ARDIS M. HEPTIT 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 me 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 for o Res' mg at: Commission Expires*' DEED - 2 iS�<_I(3C0594 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., 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 114 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 50°03'46", 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°57'38" 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 54128'31", 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 00°56'06", 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°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 7791'4 t" 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 12126'55", a radius of 525.00 feet and a long chord bearing North 71018113" East 113.84 feet to an iron pin marldng a point of tangent; thence continuing North 65°04'46" East 225.50 feet to an iron pin; thence continuing EXIJ101T.-A ISS3 00595 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 66025'48" East 129.48 feet to an iron pin marking a point of tangent; thence continuing North 74015'48" East 73.67 feet to an iron pin on the Easterly boundary of the said West 112 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 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 112 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 001 W58", 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 corner of the said Section 23, thence along the Westerly boundary of the said Section 23 North 00,120140" East 2634.75 feet to a brass cap marking the West 114 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 74°58'37" 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 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 1d8 ,3000536 Page 3 South 70°21'l9" 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 86158'12" West 73.05 feet to an iron pin; thence continuing North 00°4633" East 1779.52 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 t}te said South 1/2 of the NE 114 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 112 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 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 114 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 905.00 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 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 78°04'56" 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 114 of Section 23 South 0003035" West 282.23 feet to an iron pint 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 79°48'10" West 94.96 feet to an iron pin; thence continuing 1883000597 Page 4 North 66°12'20" West 205.06 feet to an ion pin; thence continuing North 74°30'32" 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 3 7°22'26" West 189.28 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°25'48" 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°26'55", 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 77031'41" 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°37'46" West 319.19 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 701105'49" West 11.26 feet to an iron pin marking 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 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 50°03'46", 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 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. IbBaccusss 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 theNW 1/4 of Section 23, TAN., R.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 SW 114 of Section 23 North 00°20'40" East 324.83 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 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 00°20'40" East 634.56 feet to a point marking the West 114 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 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 61115'01" 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 89055'37" East 146.00 feet to a point; thence South 81°40'05" East 107.13 feet to a point; thence South 69"32'20" East 110.09 feet to a point; thence South 55°13'50" East 110.08 feet to a point; thence South 4 VS5'20" East 110.09 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 05'33'18" East 336.96 feet to a point marking a point of beginning of curve; thence along a carve to the left 239.08 feet, said carve having a central angle of 36°3145", a radius of 1883000599 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 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 of 46°00'00", a radius of 50.00 feet and a long chord bearing South 31116'49" West 39.07 feet to a point marking a point of ending of curve; thence North 81143'11' West 68.89 feet to a point; thence South 00°48'28" West 305.94 feet to a point; thence South 19°45'45" East 174.02 feet to a point; thence South 20137'12" 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 angie of 104°21'16", a radius of20.00 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 II(Lot 4, Block 1) A parcel of land being a portion of the SW 1/4 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 corner of the said Section 23; thence along the Westerly boundary of the said SW IM 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° 11'32" East 69.84 feet to a point of beginning of curve, also said point being the REAL POINT OF BEGMYNG; 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 V883000600 Page 7 North 44125'26" West 29.17 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 75038144", a radius of 20.00 feet and a long chord bearing North 381110'02" East 24.53 feet to a point of tangent; thence North 75'59'24" East 194.94 feet to a point, thence South 85'06'24" East 300.82 feet to a point; thence North 82016'37" East 505.59 feet to a point; thence South 76'3948" East 691.47 feet to a point; thence North 00048'28" East 789.24 feet to a point; thence North 34°43'21" rest 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 feet, said curve having a central angle of 94°33'00", a radius of 20.00 feet and a long chord bearing North 04103'55" 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 �I 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°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°04'18", a Tadius 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'l 1" East 251.33 feet to a point of tangent; thence South 4091'32" East 62.57 feet to a point of curve; thence along a cum a to the right 300.55 feet, said carve 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 02108'24" West 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 right 78.54 feet, said curve having a central angle of 90'00'00", a radius of 50.00 feet and a tong chord bearing 1880-00060, 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 $9011132" West 1926.96 feet to the POINT OF BEGINNING, said parcel of land contains 19.70 acres, more or less, EXCEPT: PARCEL M (Lot 79, 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 comer of the said Section 23; thence along the Easterly boundary of the SW 114 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 00°03'18", 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 89°33'19" 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 2300210811, 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°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 90*2147", a radius of 375.00 feet and along chord bearing South 45037'34" West 532.01 feet to a point of tangent; thence North 8991'32" 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", it radius of 30.00 feet and along chord bearing South 40°0919" West 46.50 feet to a point of reverse curve; thence along a curve to the right 97.22 feet, said curve having a central angle of 11136'18", 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°48'29" West 417.11 feet to a point; thence South 0091'28" 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 73.54 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 8911192" 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 34337.49 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 114 and the NW 1/4 of Section 23, TAM, R.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 Southerly boundary of the said Section 23 South 89°1 i'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 89*11'32" 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°21'51", 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 tong chord bearing North 32°00'37" West 136.63 feet to a point of tangent; thence North 40 I1'32" West 62.57 feet to a point of curve; thence along a curve to the right 348.I9 feet, said curve having a central angle of 35°00'00", 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 11'24'51" West 46.13 feet to a point; thence North 84°48'28" East 271.85 feet to a point; thence 1880 00060a Page 10 North 05°l 112" West 162.61 feet to a point; thence North 10059'45" West 185.94 feet to a point; thence North 20043'08" West 195.94 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 59057'21" 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 69°37'46" East 92.95 feet to a point; thence leaving the said Southerly right-of-way line. South 51 °56'52" East 9I.51 feet to a point; thence South 57°16'23" East 66.76 feet to a point; thence South 36*4636" East 70.27 feel 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°09' 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 of02°16'25", a radius 480.00 feet and a tong 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 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 94°59'19", a radius of 20.00 feet and a long chord bearing North 31137'08" 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°07'38", 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 87114'26" 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 191.00 feet to a point; thence South 39°47'32" East 180.43 feet to a point; thence South 34°39'48" East 153.54 feet to a point; thence Page l A South 33042'23" East 105.62 feet to a point; thence South 19'20'07" East 107.02 feet to a point; thence South 04045145" East 110.67 feet to a point; thence South 00148'28" 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 90°21'47", 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)(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 marldng the East 1/4 corner of the said Section 22; thence along the Easterly boundary of the said NE 114 of Section 22 North 00'129'10" 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 74"58'37" 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 *35'03", 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 16'01'49", 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 86°23'09" West 350.38 feet to a point; thence continuing South 89°28'06" West 195.35 feet to a point; thence continuing Noah 86158'12" West 73.05 feet to a point; thence leaving the said Northerly right-of-way line of the Phyllis Canal 1583000605 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"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 corner of the said South 112 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°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 87122'26" 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 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 58035'47" 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 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; thence 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 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 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 Iong chord bearing North 82°11'53" West 627.02 feet to a point of tangent; thence continuing North 54°5739" West 312.98 feet to a point of curve; thence along a curve to the left 275.23 _ 1&830UQ606 Page 13 feet, said curve having a central angle of 50003'46", 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 74058137" 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.) /�rt� L311v 4347 o OF A.I `./ U AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I, John W. Hewitt, President of Pacific Links, Limited Company, and Spurwing Limited Partnership, being first duly sworn upon, oath, depose and say: That I am the record owner of the property described on the attached, and I grant my permission to: Engineering Solutions, LLP 150 E. Aikens Street, Suite B Eagle, ID 83616 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. 3 I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). 11Dated this / 17 ff day SUBSCRIBED AND SWORN to before me the d7 year first above written. (Notary Public for 3 Residing at: My Commission Expires: 0 r agc i vi i ARTICLES CP ORGAN04TION LIMITED LIABILITY COMPANY To the Secretary of State of Idaho, Joh 6 1 47 Statehouse, Boise, Idaho 83720 tt.;.'RF 1 AR't .1! � rE 1. The name of the limited liability company is: Panifin rAnka1Lillitfd Q9tl- 2- The address of the initial registered office is: , 20Q N. 4tb ,ltreet, (not a PO Box) Boise, Idaho 83702 and the name of the initial registered agent at that address is: =1 LIM L Signature of registered agent 3- The latest date certain on which the limited liability company will dissolver' am I] 4. Is management of the limited liability company vested in a manager or managers' I[j Yes ® No tdwwk rpproPrww b=) 6. If management is vested in one or more manager(s), list the name(s) and address(es) of at least one initial manager. If management is vested in the members, list the name($) and address(es) of at least one initial member. Name: Address: 6. Sign tune f at least one person listed in #S above: m sao *my or state W1ftn1y 1WWMRRY OF STAN 1"40606 0900 86194 2 CK Is 3701 DJ5'Ti 2362 cow 1! 100.00a 300.0 u.cI= Fa Two r o: 31001ftyped wlth no.tW m+na WD if not "or If aftchments are lndudW iiil "hlii!u!!:i'!;hiwr{'. '.!4';1Taii�"`ils:i�r"'t`71i"li'r.C"i't!!QfiriNfi�dJ!g�1l:dli.iCv t146P'w;1' G ilLt;"4:' ,'!ills^° ,,r, ,r :'1�': r' .••. I •,r ..•1.111i"1:,,. !•i W..r..•J",...!"7 }a ...fA1C:... i'113�."lNJFi.,"r?r,•u';f',i�;;:,i;Y"i! ,0��;A7 1'- /...1.0 / / / t t_.Yrna __4r. � ,_�- �--- --- o-f ragciwt No. Due no later It an June 30, 2008 2 Registe�r� Agent and Office NO PO BOX —_ Annual Report Form JOCK HEWITT Return to: 200 N 4T4 ST SECRETARY OF STATE PACIFIC LINKS, LIMITED COMPANY BOISE. ID 83702 700 WEST jEFFERSON JOHN W HEWITT PO BOX 83720 200 N 4TH ST BOISE, ID 83720.0080 BOISE. ID 83702 3. New Registered Agent Sigriaiure NO FILING FEE IF RECEIVED BY DUE DATE 4• Llmited Liability Companies: Enter Names and Addresses of Members. Office held Name Street or P.O. Address CRY State Z!R J'a t4 to W iL.\ 5LA LTe Z16 3 5. Organized Under the Laws of 8: IDAHO Signature Date . W 355 a..dpM II,"^-����� uJ 6dre=.rW frL LL Titte � 5� Name P .-w Issued 04/03/2006 Do Not Tape or Staple 200606001694 1,iM•���mmzi nnnnnniranl......-.'/«..1,1:,,/..,.,,/,.,,.•.+/....,,..,,1w1^4....,1�10,...:.,.4T,..........t....4,.�..�_.7,..._.. ____O'Cl _-_-__tT'-------`--` iNlinnn/ ILVVV VV�Ullll.l (l rage 1 VI 1 CERTIFICATE OF LIMITED PARTNERSHIP To the Secretary of State of ld hod 4 Statehouse, Noise, Idaho 8372,K F ST p c rl .�;�E • »FY 2. The name and business address of the registered agent are: Jack Hewitt. 20Q N. 4th street, Suite lob. Boise, Idaho 83702 4rm a P.G. Box) 3. The name and business address of each general partner are: L'�mi3 Add[igss. (I fIW 8 q*0 M MOd W. ool'"M In bm 0•) 4. The latest date on which the partnership will dissolve is: December 31, 202Q 5. Other matters (optional): r"W In vupnaa[S vngina1 FM: $80 "'"^'ti,"."�''15ii�.':�';i"�'1:�1!�„�1ih�''il$1rL•'.�•.is�'l�fl���'�.i��_,`�riJiilir:�tlak�k'i1:!�r1a� . .: •, ,'!�' i,�'. ... �' ; ,......;::,, : n:�:��•, „,,.. •. '. 1..a�.�..//.�...,.�.............:.7,.L.,__�/�..L1:-./__..i_-----�------�-�-`--inn-.__�.-•_ __ .. � r,r, „-• �,...,......� a ■avr-'I&%- 2/'I /2008 ADA COUNTY STREET NAME EVALUATION SUBDIVISION NAME: TOWNSHIP/AGENCY and AGENCY FILE NO.- Meridiam PP 06-045 RANGE: ENGINEERING SOLUTIONS ■ The street name comments listed below are made by the members of the ADA COUNTY STREET NAME COMMITTEE (Under the direction of the Ada County Engineer) regarding this development in accordance with the Ada County Street Name Ordinance. Overall final street names are subject to change at Final Plat phase levels due to design changes, time restraints and/or previous recorded plat street alignments. THE FOLLOWIN EXISTING STREET NAMES SHALL APPEAR. ON THE PLAT- W. BALATA CT .4 . W. CHINDEN BLVD {,&i- 1 - 0 VA (11-1-1 THE FOLLOWING PROPOSED STREET NAMES ARE APPROVED: N. a ,MO a is • N. BANYAN a♦ a W. CRANTINI DR- 'N. OLIVE TREE a THE FOLLOWING CHANGES OR CORRECTIONS NEED TO BE MADE: NOTE: IF THERE ARE CORRECTIONS AND CHANGES RECOMMENDED, PLEASE MAKE 'THESE CHANGES ON THE SUBDIVISION PLAT AND RESUBMIT TO THE COMMITTEE. A FINAL REVIEW WITH NO CHANGES REQUIRED ,AND THE MATCHING PLAT MIDST BE PRESENTED` TO THE ADA COUNTY ENGINEER: AT TIME OF .RECORDING. ADA COUNTY ENGINEER MERIDIAN ADA COUNTY HIGHWAY DIS. ADA COUNTY SHERIFF Jim Farren Representative Representative ham.-- �. Representative Ztt::::: Representative DATE., -rf 41 treet Approval Sent: SS: n Message Page 1 of 1 Jennifer Veatch From: Shari [es-sharis@qwest.net] Sent: Thursday, February 21, 2008 10:44 AM To: Jennifer Veatch Subject: STREET REVIEW - OLIVETREE AT SPURWING Follow Up Flag: Follow up Flag Status: Red Attachments: OliveTreeSpurwingF.jpg Jenny: Attached is the final Ada County Street Name Committee Evaluation Sheet. Please replace the preliminary one in the application with this new one. Thanks, and have a great day! Shari Stiles Engineering Solutions, LLP 1029 N. Rosario Street, Suite 100 Meridian, ID 83642 Telephone: (208) 938-0980 Fax: (208) 938-0941 es-sharis@qwest.net -----Original Message ----- From: Connie Tennant [mailto:ctennant@adaweb.net] Sent: Thursday, February 21, 2008 10:31 AM To: Shari; Donna Dodson Subject: STREET REVIEW - OLIVEfREE AT SPURWING HERE YOU GO Thanks, Corm e J e►uww Street Name and Address Specialist Ada County Development Services 200 West Front St. Boise, ID 83702 (208) 287-7936 phone (208) 287-7939 direct fax 2/21/2008 Page 1 of 1 Becky McKay From: "Brad Bishop" <es-brad@qwest.net> To: "Becky McKay" <es-beckym@gwest.net> Sent: Tuesday, October 16, 2007 10:49 AM Subject: Fw: Subdivision name question - change of plans ----- Original Message ----- From: Jerry Hastings To: Brad Bishop Sent: Tuesday, October 16, 2007 10:29 AM Subject: RE: Subdivision name question - change of plans Brad, how is your day going? Good, I hope. I think "Olivetree at Spurwing Subdivision" will work. I found the name at Olivetree Florals on the web. So, it seems to be a legitimate word. Thanks, Jerry. Jerry Hastings, P.L.S. Acting County Surveyor Ada County, Idaho 287-7912 From: Brad Bishop [mailto:es-brad@qwest.net] Sent: Friday, October 12, 2007 11:03 AM To: Jerry Hastings Subject: Fw: Subdivision name question - change of plans Hi again Jerry - I have to apologize, shortly after I sent this message, there was a change of plans, so please disregard the original question. Now the client would like to call it "Olive Tree at Spurwing Subdivision'. Do you see any problems with that? I did find an Olive Dale sub, not sure if Olive Tree would be too close to that. Sure appreciate your help. Thank you Brad Bishop Engineering Solutions ----- Original Message ----- From: Brad Bishop To: Jerry Hastings Sent: Friday, October 12, 2007 10:12 AM Subject: Subdivision name question Hi Jerry, I have a question I was hoping you could give me some guidance on - we are working on a resubdivision of part of Spurwing Subdivision - the client would like to call this, 'Spurwing Patio Homes Subdivision'. It is the same developers from the original Spurwing, but the question came up here if that would be an acceptable name, or if we'd have to call it'Spurwing No. 2' or some such. Anyway this is not a request for formal name approval, just wondering if calling it'Patio Homes' would meet the naming requirements, so that we can get it right when we do submit for name approval. I hope this makes sense, please let me know if I can answer any questions about it. Thank you Brad Bishop Engineering Solutions 10/16/2007 U E! SPlanning and engineering communities for the future OLUTIONSLLP February 5, 2008 Mr. Len Grady City of Meridian Public Works 660 E. Watertower, Suite 200 Meridian, ID 83642 Re: Olivetree at Spurwing Subdivision Dear Len: 1029 N. Rosario Street, Suite 100 Meridian, ID 83642 Phone: (208) 938-0980 Fax: (208) 938-0941 E-mail: es-kathys@gwest.net Please note that this is certification that the street centerline is a minimum of 36 inches above highest known groundwater elevation. Please call me if you have any questions or require additional information. Sincerely, Partner KS:ss cc: Spurwing Limited Partnership C:\Documents and Settings\2007\71011\Grady.doc