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PZ - Warranty Deed 182;001513 WARRANTY DEED . 4 FOR VALUE RECEIVED, The-Helen Marie'Simpson Trust, Ardis M. Hewitt, Trustee, as Grantor does hereby grant, bargain, sell, and convey alf of its interest in the hereinafter described real property to Pacific Links, Limited Company as Grantee, whose address is 200 North 4th Street, Suite 206, Boise, 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. 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 mid defend the same from all lawful claims whatsoever. DATED this 4:k ay of 1994. v 12 6 j 1GRANTOR: 15�n ..., HELEN MARIE SIMPSON TRUST j. B r'ns I J l + v fS Caput,- By d'1-X !L ARDIS M. HEWITT,Trustee C• FEE /—,3, OF� WARRANTY DEED- 1 Page 1 of 11 09/11/2019 9:34 AM r 1823001514 STATE OF IDAHO ) )ss. County of Ada ) On this 54j-day of 1994, before me, the undersigned, personally appeared Ardis M. Dewitt, known or identified to me to be the Trustee of the Helen Marie Simpson Trust, the entity that executed the within instrument or the person who executed the instrument on behalf of said entity, and acknowledged to me that said 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. No far I ROM '-' ; s • j ' ammission Expires-.- WARRANTY DEED-2 Page 2 of 11 09/11/2019 9:34 AM 1823001515 DESCRIMON FOR SPURWING GOLF COURSE PROPERTY PARCEL I(Lot 2,Block I) A parcel of land being a portion of the SW 1/4 and the NW 1/4 of Section 23,TAN.,R.1W,, B.M,Ada County,Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23; thence along the Westerly boundary of the said SW 1/4 of Section 23 North 00020'40" East 324.83 feet to a point, said point being the REAL POINT OF BEGINNING;thence continuing North 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 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 89130'50"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°40138"East 164.12 feet to a point;thence South 78004'07"East 165.12 feet to a point;thence South 86*31'06"East 167.26 feet to a point;thence North 8905537"East 146.00 feet to a point;thence South 81140'05"East 107.13 feet to a point;thence South 68°32'20"East 110.08 feet to a point;thence South 55013'50"East 110.09 feet to a point;thence South 41°55'20"East 110.08 feet to a point;thence South 28°36'50"East 110.08 feet to a point;thence South 15°18'20"East 110.08 feet to a point;thence EXHIBIT Page 3 of 11 09/11/2019 9:34 AM 4 _ 18230U1516 Page 2-- 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 3691'45", a radius of 375.00 feet and a long chord bearing South 37038'28"West 235.05 feet to a point:narking 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 56151'30"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 theleft 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 810431111 West 68.89 feet to a point;thence South 00148'28"West 305.94 feet to a point;thence South 101145'45"East 174.02 feet to a point;thence South 20137'12"West 531.07 feet to a point;thence South 0004828"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 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 H(Lot 4,Block 1) A parcel of land being a portion of the SW 114 of Section 23, TAN, R.IW., B.M., Ada County,Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23; thence along the Westerly boundary of the said SW 114 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 Page 4 of 11 09/11/2019 9:34 AM : 1823001517 Page 3' 4 to the right 31.25 feet, said curve having a central angle of 89032'12", a radius of 20.00 feet and a long chord bearing North 44*2576"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 38010'02"East 24.53 feet to a point oftangent;thence North 75159124"East 194.94 feet to a point;thence South 85°0624"East 300.82 feet to a point;thence North 8201697"East 505.59 feet to a point;thence South 76039-'48"Xast 691.47 feet to a point;thence North OON8'28"East 789.24 feet to a point;thence North 34043'210 West 125.66 feet to a point;thence North 4301234"West 245.54 feet to a point of curve;thence along a curve to the right 33.00 feet,said curve having a central angle of 94033'00",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 of30°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 8 1044153"East 123.12 feet to a point of curve;thence along a curve to the right 2 8.3 0 feet,said curve having a central angle of 81°04118", 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 of630.00 feet and a long chord bearing South 28°4l'11"East 251.33 feet to a point oftangent;thence South 40°I I'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 41000'00", a radius of 420.00 feet and a long chord bearing South 19041'32"East 294.17 feet to a point oftangent;thence South 0004878"West 417.11 feet to a point;thence South 02*0824"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 90100'00",a radius of 50.00 feet and a long chord bearing South 45°4828"West 70.71 feet to a point oftangent on the said Northerly right-of-way line Page 5 of 11 09/11/2019 9:34 AM 1823001518 Page 4 i . of State Highway 20;thence along the said Northerly right-of-way line North 890 11'32"West 1926.96 feet 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.1 W.,B.M,, Ada County,Idaho and more particularly described as follows: Commencing at&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 BEGUNN NG;thence along the said Northerly right-of-way line along a curve to the left 33,00 feet, said curve leaving a central angle of00"03'18", a radius of34337.48 feet and a long chord bearing South 8912651" East 33.00 feet to a point of ending of curve; thence leaving the said Northerly right-of-way line North 00126'41"East 1280.88 feet to a brass cap;thence North 89033'19"West 33.00 feet to an iron pin;thence North 0002041"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 1 I°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 of90°2I'47",a radius of 375.00 feet and along chord bearing South 4503734"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 1010301811, 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 of490.00 feet and a long chord bearing South 04°59'41"East 97.06 feet to a point of tangent;thence Page 6 of 11 09/11/2019 9:34 AM . 1823U(��51� Page 5' South 00°48'28"West 417.11 feet to a point;thence South 00*31W"East 215.06 feet to a point,thence South 0004828"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 9000010011,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 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, AND 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.,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 Southerly boundary of the said Section 23 South 89*11'32"East 2627.62 feet to a brass cap marking the South 114 corner of the said Section 23;;hence North 2003576'West 1100.59 feet to a point,also said point being the REAL POINT OF BEGINNING;thence North 89 1112"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 32AO feet to a point of reverse curve;thence along a curve to the left 137.09 feet,said curve having a central angle of 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 400I l'32"West 62.57 feet to a paint ofcurve;thence along a curve to the right 348.19 feet,said curve having a central angle of 35000'OO",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 11'2451"West 46.13 feet to a point;thence North 84048'28"East 271.85 feet to a point;thence North 05*11'32"West 162.61 feet to a point;thence Page 7 of 11 09/11/2019 9:34 AM 182'OU1520 Page 6' North 1005945"West 185.94 feet to a point;thence North 20043'08"West 185.94 feet to a point;thence North 300263111 West 185.94 feet to a point;thence North 40°09'54"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"0227"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°5052':East 91.51 feet to a point;thence Swith 57°16'23"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 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 of0296'25", 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 63/1221104 East 29.49 feet to a point of tangent;thence South 15*5213 1"East 3.26 feet to a point;thence North 74°07'29"Past 40.00 feet to a point;thence North 15105211"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 of20.00 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 Tight 68.09 feet, said curve having a central angle of 0800738", a radius of 480.00 feet and a long chord bearing North$3010'37"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 25041'58"East 181.00 feet to a point;thence South 3904732"East 180.43 feet to a point;thence Page 8 of 11 09/11/2019 9:34 AM 1823001521 Page 7 South 34039'48"East 153.54 feet to a point;thence South 33042'23"East 105.62 feet to a point;thence South 19°20'07"East 107.02 feet to a point;thence South 04*45145"East 110.67 feet to a point;thence South 00°48'28"West 291.00 feet to a point;thence South 8901 P32"East 301.94 feet to a point;thence South 00°2641" West 104.21 feet to a point of curve; thence along a curve to the right 512.57 feet,said curve having a central angle of 90°21'47", a radius of 325.00 feet and a long chord bearing South 45°37°34"West 46I.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: 8/30/94) A parcel of land being a portion of the NE 114 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 114 corner of the said Section 22;thence along the Easterly boundary of the said NE 114 of Section 22 North 00029'10"East 561.53 feet to a point on the Northerly right-of-way line of the Phyllis Canal,also said point being the REAL POINT 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 8115612r 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 76008'50"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 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 3 50.3 8 feet to a point;thence continuing South 89°28'06"West 195.35 feet to a point;thence continuing North 86158'12"Vilest 73.05 feet to a point;thence leaving the said Northerly right-of-way Page 9 of 11 09/11/2019 9:34 AM Pagc 8 line of the Phyllis Canal North 00°4633"East 1778.52 feet to a point;thence South 89020'12"East 1955A2 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 0012W12"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 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 00026141"East 350.91 feet to a point;thence South 89°33'19"East 200.00 feet to a point;thence South 00026'41"West 300.00 feet to a point;thence South 89°33'19"East 72.98 feet to a point;thence South 0012641"West 549.61 feet to a point on the said Northerly right-of-way line of the Phyllis Canal;thence along the said Northerly right-of-way line of the Phyllis Canal North 87022'26"West 130.70 feet to a point;thence continuing South 85°00'24"West 154.38 feet to a point;thence continuing South 74°15'48"West 86.56 feet to a point of curve;thence along a curve to the left 153.13 feet,said curve having a central angle of 15040'02", a radius of 560.00 feet and a long chord bearing South 66°2548"West 152.65 :feet to a point of tangent;thence continuing South 58°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 1202615511,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 19026'08"West 5.00 feet to a point marking a point of beginning of curve;thence along a curve to the right 651.28 feet, said curve having a central angle of 54°28'31",a radius of685.00 feet and a long chord bearing North 82011153"West 627.02 feet to a point of tangent;thence continuing Page 10 of 11 09/11/2019 9:34 AM 1823001523 Page 9 North 5405738"West 312.98 feet to a point ofcurve;thence along a curve to the left 275.23 feet,said curve having a central angle of 50°0346",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 four parcels described above is 204.37 acres,more or less.) G +p s� IVY/ 10 �C 01F�o y • t��'` `'t Page 11 of 11 09/11/2019 9:34 AM 0 `# 1120" 53 DEED $015r� IJ ,0>,S FOR VALUE RECEIVED,Nancy L.Hewitt,thg ;,;does hereby ant,bargain,sell and convey unto Pacific Links, Limited Company, the �;Aoseraddress{•{�200 North 4th Street,Suite 205,Boise,Idaho 83702,all of Grantor's rat,title and interest in the real property located in Ada County, State of Idaho, and more in E iiiFit,FA", attached hereto and incorporated herein by reference. o?;d 9 4,7 together with their appurtenances. � �xfkil- �h po DATED thisc day of 1994s'w1—* K. GRANi'OR- NANCY LpftEWITT STATE OF IDAHO ) )ss. COUNTY OF ADA ) On this 'ge—dav of �� 1994 before me the undersigned Notary Public in and for said tale, 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 ]sand and affixed my official �•:+,-.'=-.. ;seal; the day and year in this certificate first above written. L7sion Expires: / 9 .:ram • Page 1 of 10 09/11/2019 9:43 AM DESCRI MON FOR _ SPURWING GOLF COURSE PROPERTY PARCEL I(Lot 2,Block 1) A parcel of land being a portion ofthe 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 00020'40" East 324.83 feet to a point, said point being the REAL POINT OF BEGINNING;thence continuing North 00°20'40"East 1575.37 feet to a point;thence South 89°39'20"East 130.00 feet to a point;thence North 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 114 corner of the said Section 23;thence along the Westerly boundary of the said NW 1/4 North 00029'10"East 269.76 feet to an point;thence leaving the said Westerly boundary South 89°30'50"East 30.00 feet to an point;thence South 00°29'10"West 269.72 feet to a point;thence South 00120'40"West 240.08 feet to a point;thence South 55°24'15"East 230.80 feet to a point;thence South 61015'01"East 166.51 feet to a point;thence South 69°40'38"East 164.12 feet to a point;thence South 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 81040'05"East 107.13 feet to a point;thence South 68°32'20"East 110.08 feet to a point;thence South 55113'50"East 110.08 feet to a point;thence South 41055'20"East 110.08 feet to a point;thence South 28136'50"East 110.08 feet to a point;thence South 15*18'20"East 110.08 feet to a paint;thence EXHIBIT . AL-- Page 2 of 10 09/11/2019 9:43 AM 1823001540 Page 2 South 05033'18"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 375.00 feet and a long chord bearing South 37°3878"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 4601432"West 334.17 feet to a point;thence North 56051130"West 485.23 feet to a point;thence North 80'5850"West 220.10 feet to a point;thence South 030W40"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 319649"West 39.07 feet to a point marking a point of ending of curve;thence North 81043'11'West 68.89 feet to a point;thence South 0014828"West 305.94 feet to a point;thence South 19045145/1 East 174.02 feet to a point;thence South 2V3712"West 531.07 feet to a point;thence South 00°48'28"West 164.90 feet to a point;thence South 7505974"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*21116",a radius of 20.00 feet and a Iong 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,' AND PARCEL 3I(Lot 4,Block 1) A parcel of land being a portion of the SW 1/4 of Section 23, TAN., R.IW.,B.M., Ada County,Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23; thence along the Westerly boundary of the said SW 114 of Section 23 North 00°20'40" East 40.00 feet to a point on the Northerly right-of-way line of State Highway 20;thence along the said Northerly right-of-way line South 89*11'32"East 69.84 feet to a point of beginning of curve, also said point being the REAL POINT OF BEGINNING;thence leaving the said Northerly right-of-way line along a curve Page 3 of 10 09/11/2019 9:43 AM 18A;fc.; 541 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 44025'26"West 28.17 feet to a point of tangent;thence Nosh 0002040"East 177.61 feet to a point of curve;thence along a curve to the right 26.41 feet,said curve having a central angle of 7513844", a radius of 20.00 feet and a long chord bearing North 38110'02"East 24.53 feet to a point of tangent;thence North 75059'24"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 00°4828"East 789.24 feet to a point;thence North 34043'21"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 29.39 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 of 325.00 feet and a long chord bearing North 66°3245"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'S8" 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'l 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°OVOO", 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 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 South 45*4828"West 70.71 feet to a point oftangent on the said Northerly right-of-way line Page 4 of 10 09/11/2019 9:43 AM 1820001542 Page 4' of State Highway 20;thence along the said Northerly right-of-way line North 89011132"West 1926.96 feet 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.1W.,B.M., Ada County,Idaho and more particularly described as follows: Commencing at abrass 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°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 READ 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.000264111 East 1280.88 feet to a brass cap;thence North 89033'19"West 33.00 feet to an iron pin;thence North 00026'41"East 782.86 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 23°02'08", a radius of 775.00 feet and a long chord bearing South 11*0423"East 309A9 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 89011'32"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 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°5941"East 97.06 feet to a point of tangent;thence Page 5 of 10 09/11/2019 9:43 AM 182�p�JL Page 5' South 00°48'28"West 417.11 feet to a point;thence South 00*31128"East 215.66 feet to a point,thence South 0004828"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 44011'32"East 70.71 feet to a point of tangent on the said Northerly right-of-way line of State Highway 20;thence along the said Northerly right-of-way line South 89011'32"East 324A6 feet to a point of curve;thence along a curve to the left 136.45 feet,said curve having a central angle of 00°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, AND 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.,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 2013526"West 1100.58 feet to a point, also said point being the REAL POINT OF BEGINNING,thence North 89 I112H 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 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'S1",a radius of 480.00 feet and a long chord bearing North 320OW37"West 136.63 feet to a point of tangent;thence North 40"1192"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 of35°00'00", a radius of570.00 feet and a long chord bearing North 22°41'32"West 342.80 feet to a point of tangent;thence North 11*245l"West 46.13 feet to a point;thence North 84049128"East 271.85 feet to a point;thence North 05011132"West 162.61 feet to a point;thence Page 6 of 10 09/11/2019 9:43 AM 1823001544 Page 6' 4 North 1005945"West 185.94 feet to a point;thence North 20 TO8"West 185.94 feet to a point;thence North 3002611"West 185.94 feet to a point;thence North 40009'54"West 185.94 feet to a point;thence North 49"53'[7"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 6903T46"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 570162.3"East 66.76 feet to a point;thence South 3604636"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 38'54113"East 56.82 feet to a point;thence South 23°08'15"East 40.00 feet to a point marking the point of beginning of curve; thence along a curve to the right 19.05 feet,said curve having a central angle of 02°16'25", a radius 480.00 feet and a long chord bearing North 67059'58"East 19.05 feet to a point of compound curve;thence along a curve to the right 33.16 feet, said curve having a central of 94°59'19", a radius of 20.00 feet and a long chord bearing South 63°2T10"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 94059'19",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°0738", a radius of480.00 feet and along 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 16001'40"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 Page 7 of 10 09/11/2019 9:43 AM 1823001545 Page 7 South 34°3948"East 153.54 feet to a point;thence South 33°4223"East 105.62 feet to a point;thence South 19120'07"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 8911 P32"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, AND ALSO PARCEL V(Lot 1,Hlock 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 comer of the said Section 22;thence along the Easterly boundary of the said NE 1/4 of Section 22 North 00'29'10"East 561.53 feet to a point on the Northerly right-of-way 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 121.7I feet,said curve having a central angle of 16101'49", 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 North 86"58'12"West 73.05 feet to a point;thence leaving the said Northerly right-of-way Page 8 of 10 09/11/2019 9:43 AM t82'3001546 Page 8 line of the Phyllis Canal North 00*46133"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 114 of Section 22;thence along the said Easterly boundary of the said NE 114 of Section 22 South 00029112"West 658.77 feet to a point marking the Northwest corner of the South 1/2 of said NW 1/4 of Section 23;thence along the Northerly boundary of the said South 1/2 of the NW IM of Section 23 South 89°3158"East 2631.23 feet to a point marking the Northeast corner of the said South 1/2 of the NW 1/4 of Section 23;thence along the Easterly boundary of the said NW 1/4 North 00126'41"East 350.91 feet to a point;thence South$9033119"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°264I"West 549.61 feet to a point on the said Northerly sight-of-way line of the Phyllis Canal;thence along the said Northerly right-of-way line of the Phyllis Canal North 8702216"West 130.70 feet to a point;thence continuing South 85000'24"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 66025`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*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 319.19 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 70105'49" West 11.26 feet to a point marking a point of ending of curve; thence continuing North 19026'08"West 5.00 feet to a point marking a point of beginning of curve;thence along a curve to the right 651.28 feet, said curve having a central angle of 54°28'31", a radius of 685.00 feet and a long chord bearing North 821111'53"West 627.02 feet to a point of tangent;thence continuing Page 9 of 10 09/11/2019 9:43 AM • 1823001547, Page 9 North 54057*38"West 312.98 feet to a point of curve;thence along a curve to the left 275.23 feet,said curve having a central angle of 50°03'46",a radius of 315.00 feet and a long chord bearing. North 7905913011 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 four parcels described above is 204.37 acres,more or less.) • �c cPtv � . �jttt Page 10 of 10 09/11/2019 9:43 AM w ° Lf1121651 1823001548 DEED Misr- iD -44 VIJ `�aA°P`-F - FOR VALUE RECEIVED, Jane M. Harris, th9gBMG�loepAerpba'• ant, bargain,sell and convey unto Pacific Links, Limited Company, therantee,whose address is 200 North 4th Street, Suite 205,Boise,Idaho. 83702,all of Grantor'ttight,title.and interest•in-the real property located in Ada County, State of Idaho, and more parAdd&ly described in-EAAft "A", attached hereto and incorporated herein by reference. 02 n 7 /. 4r together with their appurtenances. DATED this&O&Y of 1994. GRANTOR: JANE M. HARRIS STATE OF IDAHO ) )ss. COUNTY OF ADA ) On this -9X Aday of 1994, before me, the undersigned Notary Public in and for said 5 te, 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 hared and affixed my official seal, th .day.and year in this certificate first above written. No c r I R gat: Commission Expires: 9 Page 1 of 10 09/11/2019 9:43 AM DESCRnYHON FOR SPURW>tNG GOLF COURSE PROPERTY PARCEL I(Lot 2,Block 1) A parcel of land being a portion ofthe SW 1/4 and the NW 1/4 of Section 23,T.4N.,R.1W., B.M, Ada County,Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23; thence along the Westerly boundary of the said SW 114 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 00nV40"East 100.00 feet to a point;thence North 89139'20"Wes4. 130.00 feet to a point;thence North 00020'40"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°29110"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 00020'40"West 240.08 feet to a point;thence South 55°24'1511 East 230.80 feet to a point;thence South 61'15'0l"East 166.51 feet to a point;thence South 69*4939"East 164.12 feet to a point;thence South 78'04'07"East 161.12 feet to a point;thence South 86a31'06"East 167.26 feet to a point;thence North 89°55'37"East 146.00 feet to a point;thence South 81°40'05"East 107.13 feet to a point;thence South 68032'20"East 110.08 feet to a point;thence South 55°13'50"East 110.08 feet to a point;thence South 41055'20"East 110.08 feet to a point;thence South 28°36'50"East 110.08 feet to a point;thehce South I5118'20"East 110.08 feet to a point;thence Tea Page 2 of 10 09/11/2019 9:43 AM 1823001550 Page 2 4 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 36°31'45", a radius of 375.00 feet and a long chord bearing South 3703MI 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 46014,3211 West 334.17 feet to a point;thence North 56051130"West 485.23 feet to a point;thence North 80"5830"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 81043111'West 68.89 feet to a point;thence South 00048'28"West 305.94 feet to a point;thence South 191145145"East.174.02 feet to a point;thence South 2003712"West 531.07 feet to a point;thence South 0004818"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*21'1611,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 8903920"West 30.00 feet to the POINT OF BEGINNING, said parcel of land contains 28.27 acres,more or less,' AND 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 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*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 Page 3 of 10 09/11/2019 9:43 AM 182�Q��55JL Page 3' 4 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 4402576"West 28.17 feet to a point of tangent;thence North 0012040"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 75059'24"East 194.94 feet to a point;thence South 85006'24"East 300.82 feet to a point;thence North 82°16'37"East 505.59 feet to a point;thence South 76*3948".East 691.47 feet to a point;thence North 0004828"East 789.24 feet to a point;thence North 3404321"West 125.66 feet to a point;thence North 43111214"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 paint marking a point of compound curve; thence continuing along a curve to the right 172.48 feet,said curve having a central angle of 30°24'2811, a radius of 325.00 feet and a long chord bearing North 6603245"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 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*0014311,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°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*4132"East 294.17 feet to a point of tangent;thence South 00°4828"West 417.11 feet to a point;thence South 02*0824"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 feet,said curve having a central angle of 90°00'00",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 10 09/11/2019 9:43 AM . �8234Q1552 Page 4 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, AND PARCEL M(Lot 78,Block 1) A parcel of land being a portion of the South 1/2 of Section 23,TAN.,R.1 W.,B.M., Ada County,Idaho and more particularly described as follows: Commencing-at a-brass cap matidrig 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 fset 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 BEGI14NiNG;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 89033119"West 33.00 feet to an iron pin;thence North 00026'41"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 11*04123"East 309.49 to a point of tangent;thence South 00026141" 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 4503734"West 532.01 feet to a point of tangent;thence North 89011132"West 95.03 feet to a point of curve; thence along a curve to the left 53.20 feet,said curve having a central angle of 101°36'18",a radius of 30.00 feet and along chord bearing South 40*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 11036'18",a radius of480.00 feet and a long chord bearing . South 04059'41"East 97.06 feet to a point of tangent;thence Page 5 of 10 09/11/2019 9:43 AM • 1823�Q1�53 Page 5' , 4 South 00°4828"West 417.11 feet to a point;thence South 00*31'28"East 2I5.06 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 44011'32"East 70.71 feet to a point of tangent on the said Northerly right-of-way line of State Highway 20;thence along the said Northerly right-of-way line South.89111'32"East 324.46 feet to a point of curve;thence along a curve to the left 136.45 feet,said curve having a central angle of 00°IT40",a radius of 34337.49 feet and long chord bearing South 89°18122"East 136,45 feet to the POINT OF BEGINNING, said parcel of land contains 13.27 acres more or less, AND PARCEL TV(Lot 53,Block 1) A parcel of land being a portion of the SW 114 and the NW 114 of Section 23,TAN.,R.l 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 I32"East 2627.62 feet to a brass cap marking the South 1l4 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 ofcurve;thence along a curve to the right 34M 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 bearing North 32000'37"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 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 22041'32"West 342.80 feet to a point of tangent;thence North 11124'51'West 46.13 feet to a point;thence North 8404828"East 271.85 feet to a point;thence North 05*11'32"West 162.61 feet to a point;thence Page 6 of 10 09/11/2019 9:43 AM 1823001554 Page 6 North 10*5945"West 185.94 feet to a point;thence North 20043'08"West 185.94 feet to a point;thence - North 30°26'31"West 185.94 feet to a point;thence North 40°09'54"West 185.94 feet to a point;thence North 49*53117"West 185.94 feet to a point;thence North 59115721"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°502".East 91.51 feet to a point;thence South 57116'23"East 66.76 feet to a point;thence South 36"406"East 70.27 feet to a point;thence North 88003'13"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 Wong 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 carve;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 15152'31"East 3.26 feet to a point;thence North 74007'29"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 3103708"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°10137"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"4732"East 180.43 feet to a point;thence Page 7 of 10 09/11/2019 9:43 AM Page 7 South 34139'48"East 153.54 feet to a point;thence South 33"42'23"East 105.62 feet to a point;thence South 19°2V07"East 107.02 feet to a point;thence South 04°4545"East 110.67 feet to a point;thence South 00°48'28"Vilest 291.00 feet to a point;thence South 8911 P32"East 301.94 feet to a point;thence South 0012641" West 104.21 feet to a point of curve; thence along a curve to the right 512.57 feet,said curve having a central angle of 90°21'47",a radius of 325.00 feet and a long chord bearing _ South 45137134"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)(REVISEt?: 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 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 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 7405837"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 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 16001'49", a radius of 435.00 feet and a long chord bearing South 78022'14"West 121.31 feet to a point of tangent;thence continuing South 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 Page 8 of 10 09/11/2019 9:43 AM 1823001556 Page 8 line of the Phyllis Canal North 0011403"East 1778.52 feet to a point;thence - South 89020'12"East 1955.42 feet to a poi.nt 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 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 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°2041"East 35091 feet to a point;thence South 89'33'19"East 200.00 feet to a point;thence South 00*2641"West 300.00 feet to a point;thence South 89°33'19"East 72.98 feet to a point;thence South 0002641"West 549.61 feet to a point on the said Northerly right-of-way line of the Phyllis Canal;thence along the said Northerly fight-of-way line of the Phyllis Canal North 87022'26"West 130.70 feet to a point;thence continuing South 85'O0'24"West 154.38 feet to a point;thence continuing South 74115'48"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 58035'47"West 192.43 feet to a point;thence continuing South 65004'46"West 220.69 feet to a point of curve;thence along a curve to the right 9S.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 77031'41"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*5606",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 1902008"West 5.00 feet to a point marking a point ofbeginning of curve;thence along a curve to the right 651.29 feet, said curve having a central angle of 54128131",a radius of 685.00 feet and along chord bearing North 82011'53"West 627.02 feet to a point of tangent;thence continuing Page 9 of 10 09/11/2019 9:43 AM • 1b230Q�557 Page 9 - 4 North 5405738"West 312.98 feet to a point of curve;thence along a curve to the left 275.23 feet,said curve having a central angle of 50°0346",a radius of 315.00 feet acid a long chord hearing. North 79059,3011 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 four parcels described above is 204.37 acres,more or less.) off' `r7 .45 `pG oil titi . 10��t1-1 Page 10 of 10 09/11/2019 9:43 AM DEED = 24 ul,; / GaA-09F FOR VALUE RECEIVED,James S. Hewitt,th raator,does.herebypant,bargain,sell and convey unto Pacific Links, Limited Company, the jk ' �6 addressls 200 North 4th Street,Suite 205,Boise,Idaho 83702,all of Grantor'$righL title and interest in the real property located in Ada County, State of Idaho, and more part£rAihariy._described in�x`h461r"A", attached hereto and incorporated herein by reference. '2 .a;. /?fj together with their appurtenances. 104 4 3 / 971. DATED thiZeday of 1994. GRANTOR: . f JAIir1ES S. HEWiTT STATE OF IDAHO ) )ss. COUNTY OF ADA ) ;p On this 't-D clay of 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. ` No c f I _ ., Commission Expires: _Vlll> Page 1 of 10 09/11/2019 9:43 AM _ 182��p155� DESCRIPTION FOR SPURNV NG GOLF COURSE PROPERTY 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,T.4N.,R.1W., B.M.,Ada County,Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23;thence along the Westerly boundary of the said SW 1/4 of Section 23 North. 00020'40" East 324.83 feet to a point, said point being the REAL POINT OF BEGINNING,thence continuing North 00°20'40"East 1575.37 feet to a point;thence South 89039'20"East 130.00 feet to a point;thence North 00020'40"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 114 corner of the said Section 23;thence along the Westerly boundary of the said NW 1/4 North 00029'10"East 269.76 feet to an point;thence leaving the said Westerly boundary South 89°30'50"East 30.00 feet to an point;thence South 00°29'10"West 269.72 feet to a point;thence South 00020'40"West 240.08 feet to a point;thence South 55124'15"East 230.80 feet to a point;thence South 61°15'01"East 166.51 feet to a point;thence South 69°40'38"East 164.12 feet to a point;thence South 78°04'07"East 165.12 feet to a point;thence South 86031'06"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 I 10.08 feet to a point;thence South 55°13'50"East 110.09 feet to a point;thence South 41°55'20"East 110.08 feet to a point;thence South 28°3&50"East 110.08 feet to a point;thence South 15018'20"East 110.08 feet to a point;thence Page 2 of 10 09/11/2019 9:43 AM Page 2 South 05M'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 375.00 feet and along chord bearing South 37038'28"West 235.05 feet to a point marking the point of ending of curve;thence North 351U9'43"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 46100'00", a radius of 50.00 feet and a long chord bearing South 31°1649"West 39.07 feet to a point marking a point of ending of curve;thence North 81043'11'West 68.89 feet to a point;thence South 00*4878"West 305.94 feet to a point;thence South 19045'45"East 174.02 feet to a point;thence South 209712"West 531,07 feet to a point;thence South 00*4878"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 51149109"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,' AND PARCEL IR(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 114 of Section 23 North 001120'40" 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 Page 3 of 10 09/11/2019 9:43 AM Page 3 to the right 31.25 feet, said curve having a central angle of 89032'12", a radius of 20.00 feet and a long chord bearing - North 4402576"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 of 75°3844",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*5924"East 194.94 feet to a point;thence South 8510624"East 300.82 feet to a point;thence North 82016'37"East 505.59 feet to a point;thence South 76139'48"East 691.47 feet to a point;thence North 00°48'28"East 789.24 feet to a point;thence North 3404371"West 125.66 feet to a point,thence North 43012'34"West 245.54 feet to a point ofcurve;thence along a curve to the right 33.00 feet,said curve having a central angle of 94033'00", a radius of 20.00 feet and a long chord bearing North 04003'55" East 29.38 feet to a point marking a point of compound curve; thence continuing along a curve to the right 172.48 feet, said curve having a central angle of 30°24'28",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 123.12 feet to a point of curve;thence along a curve to the right 28.30 feet,said curve having a central angle of 81*04118",a radius of 20.00 feet and a long chord bearing South 57°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 231OV43",a radius of 630.00 feet and a long chord bearing South 28°41'11"East 251.33 feet to a point of tangent;thence South 40'11'32"East 62.57 feet to a point of curve;thence along a curve to the right 300.55 feet,said curve having a central angle of 41°00'00", a radius of 420.00 feet and a long chord bearing South 19°41'32"East 294.17 feet to a point of tangent;thence South 00°4828"West 417.11 feet to a point;thence South 02008'24"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 90000'00", a radius of 50.00 feet and a long chord hearing South 45*4828"West 70.71 feet to a point of tangent on the said Northerly right-of-way line Page 4 of 10 09/11/2019 9:43 AM Page 4 of State Highway 20;thence along the said Northerly right-of-way line North 89°11132"West 1926.96 feet to the POINT OF BEGINNING, - said parcel of land contains 19.70 acres,more or less, AND PARCEL TIT(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 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 8V26'51" 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 0012641"East 782.86 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 23°02'08", a radius of 775.00 feet and a long chord bearing South 11004'23"East 309.49 to a point of tangent;thence South 0002641" West 415.03 feet to a point of curve; thence along a curve to the right 591A2 feet,said curve having a central angle of 90121'47", a radius of 375.00 feet and along chard bearing South 45°3734"West 532-01 feet to it point of tangent;thence North 89011'32"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 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 of480.00 feet and a long chord bearing South 04°5941"East 97.06 feet to a point of tangent;thence Page 5 of 10 09/11/2019 9:43 AM Page 5 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°4878"West 120.00 feet to a point of curve;thence along a curve to the left 79.54 feet,said curve having a central angle o£90°00'00",a radius of 50.00 feet and a long chord bearing South 44111'32"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*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 ofGO'13'40",a radius of 34337.49 feet and long chord bearing South 89'1822"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,T.4N.,K 1W., B.M., Ada County,Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23; thence along the 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 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 hearing North 5603937"West 32.40 feet to a point of reverse curve;thence along a curve to the left 137.09 feet,said curve having a central angle of 16*21'51",a radius of 480.00 feet and a long chord bearing North 32000'37"West 136.63 feet to a point of tangent;thence North 4001 P32"West 62.57 feet to a point ofcurve;thence along a curve to the right 349.19 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 11'2451"West 46.13 feet to a point;thence North 84°4828"East 271.85 feet to a point;thence North 0591'32"West 162.61 feet to a point;thence Page 6 of 10 09/11/2019 9:43 AM a8�4u�ass� Page 6 North 1005945"West 185.94 feet to a point;thence North 20043'08"West 185.94 feet to a point;thence - North 3002611"West 185.94 feet to a point;thence North 40009'54"West 195.94 feet to a point;thence North 49*53117"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 sight-of-way line North 69037'46"East 92.95 feet to a point;thence leaving the said Southerly right-of-way line South 51°56152"East 91.51 feet to a point;thence South 57'1623"East 66.76 feet to a point;thence South 36°4636"East 70.27 feet to a point;thence North 88003'13"East 37.72 feet to a point;thence South 65129104"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 19.05 feet,said curve having a central angle of or 1025",a radius 480.OD feet and a long chord bearing North 67059'58"East 19.05 feet to a point of compound curve;thence along a curve to the right 33.16 feet, said curve having a central of 94059`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 pant;thence North 740OT29"East 40.00 feet to a point;thence North 15"5231"West 3.26 feet to a point of curve;thence along a curve to the right 33.16 feet,said curve having a central angle of 94059'19",a radius of 20.00 feet and a long chord bearing North 31037'08"East 29.49 feet to a point of compound curve;thence along a curve to the right 68.09 feet, said curve having a central angle of 08°07'3811, a radius of 480.00 feet and a long chord bearing North 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°4732"East 180.43 feet to a point;thence Page 7 of 10 09/11/2019 9:43 AM Page 7 South 3403948"East 153.54 feet to a point;thence South 3304223"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°1132"East 301.94 feet to a point;thence South 00°2641" West 104.21 feet to a point of curve, thence along a curve to the right 512.57 feet,said curve having a central angle of 90°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: 8/30/94) A parcel of land being a portion of the NE 114 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 114 corner of the said Section 22;thence along the Easterly boundary of the said NE 1/4 of Section 22 North 00129'10"East 561.53 feet to a point on the Northerly right-of-way line of the Phyllis Canal,also said point being the IREA"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 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 11135'03",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 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 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.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 Page 8 of 10 09/11/2019 9:43 AM Page 8 line of the Phyllis Canal North 00°46'33"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 114 of Section 22;thence along the said Easterly boundary of the said NE 1/4 of Section 22 South 00129'12"West 658.77 feet to a point marking the Northwest corner 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 89°31'58"East 2631.23 feet to a point marking the Northeast comer of the said South 1/2 of the NW 114 of Section 23;thence along the Easterly boundary of the said NW 114 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°2641"West 300.00 feet to a point;thence South 89°33'19"East 72.98 feet to a point;thence South 0002611"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 87D2226"West 130.70 feet to a point;thence continuing South 85°00'24"West 154.38 feet to a point;thence continuing South 74015'48"West 86.56 feet to a point of curve;thence along a curve to the left 153.13 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 65004146"West 220.69 feet to a point ofcurve;thence along a curve to the right 95.60 feet,said curve having a central angle of 12°26155",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 69037146"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°56106",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 1902608"West 5.00 feet to a point marking a paint 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 820 11'53"West 627.02 feet to a point of tangent;thence continuing Page 9 of 10 09/11/2019 9:43 AM 18Z3001567. Page 9 North 5405738"West 312.98 feet to a point ofcurve;thence 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 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 four parcels described above is 204.37 acres,more or less.) tu 7�4 ► OF 344`�` 101111 '{ f�4 A. Page 10 of 10 09/11/2019 9:43 AM 4j ? 12a5 & 1SZ30015(;S r. DEED FOR VALUE RECEIVED,Ardis C. Hewitt,thvf orr does hereby grant, bargain,sell and convey unto Pacific Links, Limited Company, the Grantee, whose iddfdss-10 200 North 4th Street,Suite 205,Boise,Idaho 83702,all of Grantor's righWitle and interest in the real property located in Ada County, State of Idaho, and more partictTrFydescribed in fx- i e;-A% attached hereto and incorporated herein by reference. if together with their appurtenances. DATED thisC day of 1994. GRANTOR: ARDIS C. HEWITT STATE OF IDAHO ) )ss. COUNTY OF ADA ) On this ' " ` day of ZZ1994, 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 sane. 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 is f I It tng at: Commission Expires: f / Page 1 of 10 09/11/2019 9:43 AM DESCRIMON FOR SPURNVING GOLF COURSE PROPERTY PARCEL I(Lot 2,Block 1) A parcel of land being a portion of the SW 114 and the NW 1/4 of Section 23,TAN.,K 1W., BM.,Ada County,Idaho and more particularly described as follows: Commencing at a brass cap marking the Southwest corner of the said Section 23;thence along the Westerly boundary of the said SW 114 of Section 23 North 00020'40" East 324.83 feet to a point, said point being the REAL POINT OF BEGINNING;thence continuing North 00°2V40"East 1575.37 feet to a point;thence South 89°39'20"East 130.00 feet to a point;thence North 0002014011 East 100.00 feet to a point;thence North 8903912011 West 130.00 feet to a point;thence North t}0°20'40"East 634.56 feet to a point marking the West 1/4 corner of the said Section 23;thence along the Westerly boundary of the said NW 1/4 North 00029'10"East 269.76 feet to an point;thence leaving the said Westerly boundary South 89030'50"East 30.00 feet to an point;thence South 00029'10"West 269.72 feet to a point;thence South 00°20'40"West 240.08 feet to a point;thence South 55024'15"East 230.80 feet to a point;thence South 61°15'01"East 166.51 feet to a point;thence South 69040'38"East 164.12 feet to a point;thence South 78°04'07"East 165.12 feet to a point;thence South 86°31106"East 167.26 feet to a point;thence North 89055'37"East 146.00 feet to a point;thence South 811140'05"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 41155120"East 110.08 feet to a point;thence South 28°36'50"East 110.08 feet to a point;thence South 15*18'20"East 110.08 feet to a point;thence Page 2 of 10 09/11/2019 9:43 AM 1823001570 Page 2 South 05033'18"East 336.96 feet to a point marking a point of beginning of curve;thence along a cure to the left 239.08 feet, said curve having a central angle of 36031'45", a radius of 375.00 feet and a long chord bearing South 37°3878"West 235.05 feet to a point marking the point of ending of curve;thence North 35°09'43"West 122.77 feet to a point;thence North 46014'32"West 334.17 feet to a point;thence North 56°S110"West 495.23 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°0900", 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 8104311'West 68.89 feet to a point;thence South 00°4828"West 305.94 feet to a point;thence South 19°45'45"East 174.02 feet to a point;thence South 20°37'12"West 531.07 feet to a point;thence South 00049128"West 164.90 feet to a point;thence South 75059'24"West 156.18 feet to a point ofcurve;thence along a curve to the right 36.43 feet,said curve having a central angle of 104°21'16",a radius 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 BEGII4NING, said parcel of land contains 28.27 acres,more or less,' AND PARCEL II(Lot 4,Block 1) A parcel of land being a portion of the SW 1/4 of Section 23, TAM, 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 8901112"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 Page 3 of 10 09/11/2019 9:43 AM Page 3 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 North 44°2526"West 28.17 feet to a point of tangent;thence North 0012940"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 380 10'02"East 24.53 feet to a point of tangent; thence North 7505924"East 194.94 feet to a point,thence South 85°06'24"East 300.82 feet to a point;thence North 8201617"East 505.59 feet to a point;thence South 76°3948"East 691.47 feet to a point,thence North 0014828"East 789.24 feet to a point;thence North 34043'21"West 125.66 feet to a point;thence North 4301234"West 245.54 feet to a point of curve;thence along a curve to the right 33.00 feet,said curve having a central angle of 94°33'00", a radius of 20.00 feet and a long chord bearing North 041D0315511 East 29.38 feet to a point marking a point of compound curve; thence continuing along a curve to the right 172.48 feet, said curve having a central angle of30°24'28",a radius of 325.00 feet and a long chord bearing North 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 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 chard bearing South 28°41'11"East 251.33 feet to a point of tangent;thence South 4001113211 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 0004828"West 120.00 feet to a point of curve;thence along a curve to the right 78.54 feet,said curve having a central angle of 90000'00",a radius of 50.00 feet and a long chord bearing South 4504878"West 70.71 feet to a point o£tangent on the said Northerly right-of-way line Page 4 of 10 09/11/2019 9:43 AM 1.82 3 0 01 s7,riir Page 4 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, AND PARCEL In(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 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 00103'18", a radius of 34337.48 feet and a long chord bearing South 89*2651" East 33.00 feet to a point of ending of curve; thence leaving the said Northerly right-of-way line North 00°2614IN 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 782.86 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 23°02'08", a radius of 775.00 feet and a long chord bearing South 11004'23"East 309.49 to a point of tangent;thence South 0012641" West 415.03 feet to a point of curve; thence along a curve to the right 591A2 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 89011'32"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 11036'18", a radius of480.00 feet and a long chord bearing South 04°59`41"East 97.06 feet to a point of tangent;thence Page 5 of 10 09/11/2019 9:43 AM Page 5 South 00048`28"West 417.11 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 90100'00", 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 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, AND PARCEL YV(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°I 1'32"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 891111'3211 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 56030'37"West 32AO feet to a point of reverse curve,thence along a curve to the left 137.09 feet,said curve having a central angle of 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 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 35100'00",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 I 1°24'S1"West 46.13 feet to a point;thence North 8404$28"East 271.85 feet to a point;thence North 05*1112"West 162.61 feet to a point;thence Page 6 of 10 09/11/2019 9:43 AM Page 6 North 10059'45"West 185.94 feet to a point,thence North 20043'08"West 185.94 feet to a point;thence - North 30°2631"West 185.94 feet to a point;thence North 40009'54"West 185.94 feet to a point;thence North 49053'I7"West 185.94 feet to a point;thence ' North 5905721"West 199.09 feet to a point;thence North 39002127"West 290.45 feet to a point on the Southerly right-of-way line of the Phyllis Canal;thence along the said Southerly right-of-way line North 6903746"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°4636"East 70.27 feet to a point;thence North 88003'13"East 37.72 feet to a point,thence South 65°29'04"East 32.65 feet to a point;thence South 38154'13"East 56.82 feet to a point;thence South 23*08'15"East 40.00 feet to a point marking the point of beginning of curve;thence along a curve to the right 19.05 feet,said curve having a central angle of 02°36'25", a radius 480.00 feet and a long chord bearing North 67059'58"East 19.05 feet to a point of compound curve;thence along a curve to the right 33.16 feet, said curve having a central of 94"59'19", a radius of 20.00 feet and a long chord bearing South 6312240"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 I5052`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 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 of08°0738", a radius of480.00 feet and along chord bearing North 83°IW37"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 Page 7 of 10 09/11/2019 9:43 AM 1SZ3001575 Page 7 South 34°3948"East 153.54 feet to a point;thence South 33°4223"East 105.62 feet to a point;thence South 19°20'07"East 107.02 feet to a point;thence South 04145'45"East 110.67 feet to a point;thence South 0004828"West 291.00 feet to a point;thence South 8901192"East 301.94 feet to a point;thence South 00026141" West 104.21 feet to a point of curve, thence along a curve to the right 512.57 feet,said carve 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, AND ALSO 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 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°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 76°08'50"West 214.96 feet to a point of tangent;thcnce 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 Page 8 of 10 09/11/2019 9:43 AM 18230015 76 Page 8 line of the Phyllis Canal 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 S'3uth 112 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 89°31'59"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 00°2641"East 350.91 feet to a point;thence South 89°33'19"East 200.00 feet to a point;thence South 00"2641"West 300.00 feet to a point;thence South 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 8702226"West 130.70 feet to a point;thence continuing South 85000124"West 154.33 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 6602548"West 152.65 feet to a point of tangent;thence continuing South 58°35'47"West 192.43 feet to a point;thence continuing South 65004'46"West 220.69 feet to a point of curve;thence along a curve to the right 95.60 feet,said curve having a central angle of 12°26'55",a radius of 440.00 feet and a long chord bearing South 71018'13"West 95.41 feet to a point of tangent; thence continuing South 77°31'41"West 311.17 feet to a point;thence continuing South 74"42'14"West 180.62 feet to a point;thence continuing South 69*3746"West 319.18 feet to a point 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 19'12608"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°28'3 V,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 Page 9 of 10 09/11/2019 9:43 AM 18?,300:1577 Page 9 North 5405738"West 312.98 feet to a point of curve;thence along a curve to the left 275.23 feet,said curve raving a central angle of 50°03`46",a radius of 315.00 feet and a long chord bearing.. North 79"59'30"West 266.56 feet to a point of tangent;thence continuing South 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 four parcels described above is 204.37 acres,more or less.) of A. �1►� A. � Page 10 of 10 09/11/2019 9:43 AM ISZ3001S"j9 WARRANTY btEI) -• V• FOR VALUE RECEIVED, John W. Hewitt,"W ffifnied man, dealing with regard to his sole and separate property, and for good and valuable consideration, receipt of which is hereby acknowledged, Grantor does hereby grant, Barg �I,,{wd�gy Tto Grantee all of his interest in the hereinafter described real property, AC FIC �S, MTED COMPANY, whose address is 200 North 4th Street, Suite 20� Boise, Idaho. 83702, which real property is Located in Ada County, State of Idaho, and more;particuTarly3escribe�3-irt p 'bit "A", attached hereto and incorporated herein by reference. a a TO HAVE AND TO HOLD the premises, with their apph6enances 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 trade 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 thiday of 1994. GRANTOR: / .�—*71 )Dd O$N-W. 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 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 some, • �. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official • ': . al,the day and year in this certif cafe first above written. •1 No �c fc}rj Id f% ` R at, ,C�Qi Commission Expires: WARRANTY DEED- i Page 1 of 11 09/11/2019 9:33 AM - 1823001579 DESCRIMON FOR SPURWING GOLF COURSE PROPERTY 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 00120140" 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*2940"East 100.00 feet to a point;thence North 89"39'20"West 130.00 feet to a point;thence North 0002040"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 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 00029'10"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 69040'38"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 81140'05"East 107.13 feet to a point;thence South 68°3210"East 110.08 feet to a point;thence South 550131501,East 110.08 feet to a point;thence South 41055'20"East 110.08 feet to a point.,thence South 28°36'50"East 110.08 feet to a point;thence South 15018'20"East 110.08 feet to a point;thence _ INiIi1 ' . Page 2 of 11 09/11/2019 9:33 AM Page 2 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 375.00 feet and a long chord bearing South 37°38128"West 235.05 feet to a point marking the point of ending of curve;thence North 35°09`43"West 122.77 feet to a point;thence North 46014'32"West 334.17 feet to a point;thence North 56051130"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°1649"West 39.07 feet to a point marking a point of ending of curve;thence North 81043'111 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 20°37'12"West 531.07 feet to a point;thence South 00*4819"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 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 8903970"West 30.00 feet to the POINT OF BEGINNING, said parcel ofland contains 28.27 acres,more or less,' AND PARCEL H(Lot 4,Block 1) A parcel of land being a portion of the SW 1/4 of Section 23, TAN., It-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 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 BEGUiNING;thence leaving the said Northerly right-of-way line along a curve. F ' Page 3 of 11 09/11/2019 9:33 AM 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 44°25'26"West 28.17 feet to a point of tangent;thence North 000294011 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 75038'44",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 7505924"East 194.94 feet to a point;thence South 8500624"East 300.82 feet to a point;thence North 820163711 East 505.59 feet to a point;thence South 76039`48"East 691.47 feet to a point;thence North 00*4828"East 799.24 feet to a point;thence North 34°43` i"West 125.66 feet to a point;thence North 43°I214"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 94133100",a radius o£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°24'29", 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 8104453"Fast 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 81904'18",a radius of20.00 feet and a long chord bearing South 57°4258" East 26.00 feet to a point of reverse curve; thence along a curve to left 253.03 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 40111132"East 62.57 feet to a point of curve;thence along a curve to the right 300.55 feet,said curve having a central angle of 41 000'00",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°4828"West 417.11 feet to a point;thence South 02008'24"West 215.06 feet to a point;thence South 0004828"West 120.00 feet to a point of curve;thence along a curve to the right 79.54 feet,said curve having a central angle of 90100'00", a radius of 50.00 feet and a long chord bearing South 45048'28"West 70.71 feet to a point oftangent on the said Northerly right-of-way line Page 4 of 11 09/11/2019 9:33 AM Page 4 of State Highway 20;thence along the said Northerly right-of-way line North 89°1 1'32"West 1926.96 feet 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.,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°03118",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 0002641"East 1280.88 feet to a brass cap;thence North 89"33'19"West 33.00 feet to an iron pin;thence North 00°26'4111 East 782.86 feet to an iron pin;thence South 67°4T3I"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 11004'23"East 309.49 to a point of tangent;thence South 00026r4I" 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°3734"West 532.01 feet to a point of tangent;thence North 89011'32"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*36118",a radius of 30.00 feet and along chord bearing South 40100'19"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 South 04°59`41"East 97.06 feet to a point of tangent;thence Page 5 of 11 09/11/2019 9:33 AM Page 5 South 00°4828"West 417.11 feet to a point;thence South 00*31'28"East 215.06 feet to a point,thence South 0004828"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 90100'00",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 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, AND PARCEL IV(Lot 53,Block 1) A parcel of land being a.portion of the SW 114 and the NW 114 of Section 23,TAX,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 8901112"East 2627.62 feet to a brass cap marking the South 114 corner of the said Section 23;thence North 20035n6"West 1100.58 feet to a point,also said point being the REAL POINT OF BEGINNING;thence North 8901112"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°2I'51",a radius of 30.00 feet and a long chord bearing North W3937"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"21151",a radius of480.00 feet and a long chord bearing North 320007"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 35000'00",a radius of 570.00 feet and a long chord bearing North 22°4 i'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 271.95 feet to a point;thence North 0501112"West 162.61 feet to a point;thence Page 6 of 11 09/11/2019 9:33 AM Page 6 North 1005945"West 185.94 feet to a point;thence North 20043'08"West 185.94 feet to a point;thence - North 30*2631"West 185.94 feet to a point;thence North 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 390021711 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°56'52"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 3805413"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 of20.00 feet and a long chord bearing South 63°22'10"East 29.49 feet to a point of tangent;thence South 15152`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 94059'19", 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 of08°07'38", a radius of480.00 feet and a long chord bearing North 83010'37"East 69.03 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°41'58"East 181.00 feet to a point;thence South 39°4732"East 180.43 feet to a point;thence Page 7 of 11 09/11/2019 9:33 AM ISZ3001.S35 Page 7 South 34°3V48"East 153.54 feet to a point;thence South 3304223"East 10 .62 feet to a point;thence South 19'2W07"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 89011'32"East 301.94 feet to a point;thence South 00°2641" West 104.21 feet to a point of curve; thence along a curve to the right 512.57 feet,said curve having a central angle of90*21'47",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, AND ALSO PARCEL V(Lot 1,Block 2)(REVISED: 813 0194 j A parcel of land being a portion of the NE 114 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 00°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 BEGINNING;thence along the said Northerly right-of-way line South 74°58'37"West 374.09 feet to a point;thence continuing South 81°56'22"West 411.51 feet to a point of curve;thence along a curve to the left 215.32 feet,said curve having a central angle of 11135'03",a radius of 1065.00 feet and a long chord bearing South 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 7812T14"West 121.31 feet to a point of tangent;thence continuing South 86°23'09"West 350.39 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 Page 8 of 11 09/11/2019 9:33 AM Page 8 line of the Phyllis Canal 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 3913158"East 2631.23 feet to a point marking the Northeast corner of the said South 1/2 of the NW 1/4 of Section 23;thence along the Easterly boundary of the said NW 1/4 North 00°2641"East 350.91 feet to a point;thence South 89°33'19"East 200.00 feet to a point;thence South 00°2641"West 300.00 feet to a point;thence South 89°33'19"East 72.98 feet to a point;thence South 0012641"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 85000'24"West 154.38 feet to a point;thence continuing South 7401548"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 65004'46"West 220.69 feet to a point of curve;thence along a curve to the right 95.60 feet,said curve having a central angle of 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 6913746"West 319.18 feet to a point of curve;thence along a curve to the right 11.26 feet,said curve having a central angle of 00056106",a radius of 690.00 feet and a long chord bearing South 70°05'49" West 11.26 feet to a point marking a point of ending of curve; thence continuing North 1902608"West 5.00 feet to a point marking a point of beginning of curve;thence along a curve to the right 651.28 feet, said curve having a central angle of 54°28'31",a radius of68S.00 feet and a long chord bearing j North 82011'53"West 627.02 feet to a point of tangent;thence continuing Page 9 of 11 09/11/2019 9:33 AM 1823001587 Page 9 North 54057139"West 312.98 feet to a point of curve;thence along a curve to the left 275.23 feet,said curve having a central angle of 50°03'46",a radius of 315.00 feet and a long chord bearing. North 79059'30"West 266.56 feet to a point of tangent;thence continuing South 74058'37"West 15.34 feet to the POINP.OF BEGINNING, said parcel of land contains 130.87 acres,more o:less. (The total acreage for the four parcels described above is 204.37 acres, more or less) off' , G ap'�t' • 1pltl � CA A.fit* Page 10 of 11 09/11/2019 9:33 AM ADA COUNTY RECORDS DEPARTMENT PLAT OR SURVEY PLEASE REFER TO ORIGINAL OR MICROFILM CART] Page 11 of 11 09/11/2019 9:33 AM • ., 5015172 18-1-1001363 DEED a�� FOR VALUE RECEIVED, Charlene Hewitt, the Gmtor 4Q �ereb� bargain,sell and convey unto Pacific Links, Limited Company, the f!;anfee�'whase address is 200 North 4th Street, Suite 205, Boise, Idaho 83702, all of Grantor's rights, titre blM interest in the real property located in Ada County, State of Idaho, and more particularly described in Exhibit"A,"attached hereto and incorporated herein reference, together with their appurtenances. -' 1 DATED this clay of rfikSr1z 11995. GRANTOR: E EW= STATE OF IDAHO } } ss. COUNTY OF ADA } On this day of _ , 1995, before me, the undersigned, a i Notary Public n and for said State,personally appeared CHARLENE 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. JN WITNESS WHEREOF, I have unto set my hand and affixed my official seal the day anal'year in this certificate first above written. i 4 No ta blic daho R din at: Comm. Expires. DEW-1 Page 1 of 10 09/11/2019 9:37 AM 18440013,364 DESCRIPTION FOR SPURI►VING GOLF COURSE PROPERTY PARCEL I(Lot 2,Block 1) , A parcel of lan3 being a portion of the SW 114 and theNW I/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 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 99*39'20"East 130.00 feet to a point;thence North 00020140"East 100.00 feet to a point;thence North 89*39120"West 130.00 feet to a point;thence North 00020'40"East 634.56 feet to a point marking the West I14 corner of the said Section 23; thence along the Westerly boundary of the said NW 114 North 00*29'10"East 269.76 feet to an point;thence leaving the said Westerly boundary South 991030'50"East 30.00 feet to an point;thence South 00°29110"West 269.72 feet to a point;thence South 00120'40"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*3 V06"East 167.26 feet to a point;thence North 8905537"East 146.00 feet to a point;thence South 81°40'05"East 107.13 feet to a point;thence South 68°32T20"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 28°36'50"East 110.08 feet to a point;thence South 15018'20"East 110.09 feet to a point;thence tAH181 T- A Page 2 of 10 09/11/2019 9:37 AM Page 2 South 05033'18"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 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 3500943"West 122.77 feet to a point;thence Nonh 4601412"West 334.17 feet to a point;thence North 56051*30"West 485.23 feet to a point;thence North 8005830"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°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 81'04311'West 68.89 feet to a point;thence South 00°4828"West 305.94 feet to a point;thence South 19°4545"East 174.02 feet to a point;thence South 20037'12"West 531.07 feet to a point;thence South 00°4828"West 164.90 feet to a point;thence South 75*5924"West I56.18 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 51049'08"West 31.60 feet to a point of ending of curve;thence North$9113920"West 30.00 feet to the POINT OF BEGINNING, said parcel of land contains 28.27 acres,more or less,' AND PARCEL II(Lot 4,Block 1) A parcel of land being a portion of the SW 1J4 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 REAL.POINT OF BEGINNING;thence leaving the said Northerly right-of-way line along a curve a Page 3 of 10 09/11/2019 9:37 AM r 1 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 177.6I 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*5974"East 194.94 feet to a paint;thence South 8500674"East 300.82 feet to a point;thence North 820161370 East 505.59 feet to a point;thence South 760391480 East 691.47 feet to a point;thence North 0004878"East 789.24 feet to a point;thence North 3404371"West 125.66 feet to a point;thence North 430121341 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 04003'55' East 29.38 feet to a point marking a point of compound curve; thence continuing along a curve to the right I72.48 feet,said curve having a central angle of 30°24'28",a radius 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 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 811104'18",a radius of 20.00 feet and a long chord bearing South 57042'W East 26.00 feet to a point of reverse curve; thence along a curve.to left 253.03 feet,said curve having a central angle of 23100143", a radius of 630.00 feet and a long chord bearing South 28'4I'l i"East 251.33 feet to a point of tangent;thence South 40*11*32'East 62.57 feet to a point of curve;thence along a curve to the right 300.55 ' fee%said curve having a central angle of 41°00'00", a radius of 420.00 feet and a long chord bearing South 19*4132"East 294.17 feet to a point of tangent;thence South 00°4828"West 417.11 feet to a point;thence South 02008'24"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 South 45°4878"West 70.71 feet to a point of tangent an the said Northerly right-of-way line Page 4 of 10 09/11/2019 9:37 AM Page 4 I of State Highway 20;thence along the said Northerly sight-of-way line North 89111112"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,Black 1) A parcel of land being a portion of the South 112 of Section 23,TAN.,R.1 W.,H.M., Ada County,Idaho and more particularly described as follows: Commencing at a brass cap marling 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"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"03118",a radius of 34337.48 feet and a long chord bearing South 890'2651" East 33.00 feet to a point of ending of curve, thence leaving the said Northerly right-of-way line North 00026410 East 1280.88 feet to a brass cap;thence North 89033119"West 33.00 feet to an iron pin;thence North 0012041"East 782.86 feet to an iron pin;thence South 67*42131"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 of23°02'08", 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 00126'41" 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 of90°21'47%a radius of375.00 feet and along chord bearing South 4513734"West 532.01 feet to a point of tangent;thence North 89011'32"West 95.03 feet to a point ofcurve;thence along a curve to the left 53.20 feet,said curve having a central angle of 101'36'18",a radius of 30.00 feet and along chord bearing South 40OW190 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 of490.00 feet and a long chord bearing r South 04°59`41"East 97.06 feet to a point of tangent;thence Page 5 of 10 09/11/2019 9:37 AM Page 5 South 0004978"West 417.11 feet to it point;thence South 00*3128"East 215.66 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"OVOON,a radius of 50.00 feet and a long chord bearing South 440 1132"Fast 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 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, AND PARCEL IV(Lot 53,Block 1) A parcel of Rand 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*1132" East 2627.62 feet to a brass cap marking the South 1/4 corner of the said Section 23;thence North 20*35260 West 1100.58 feet to a point,also said point being the REAL POINT OF BEGINNING;thence North 8901 132"West 13I.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°2l'51",a radius of 30.00 feet and a long chord bearing North 56°3037"West 32.40 feet to a point of reverse curve;thence along a curve to the left 137.09 feet,said curve having a central angle of 1602 1'5 1",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 40'I I32"West 62.57 feet to a point ofcurve;thence along a curve to the right 348.19 feet,said curve having a central angle of 35°00'000,a radius of 570.00 feet and a long chord bearing North 22*41132"West 342.90 feet to a point of tangent;thence North 1 I024'51"West 46.13 feet to a point;thence North 84*4878"East 271.85 feet to a point;thence North 05'11'32'West 162.61 feet to a point;thence Page 6 of 10 09/11/2019 9:37 AM _ r ' 1b�3�CTUl�b� Page 6 1 North 10°59'45"West I85.94 feet to a point;thence North 20°43'08'West 185.94 feet to a point;thence North 30026/310 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 E North 5905721"West 199.09 feet to a point;thence North 39°0227"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 69037460 East 92.95 fed 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*4636"East 70.27 feet to a point;thence North 88003'13"East 37.72 feet to a point;thence South 65�29'04'East 32.65 feet to a point;thcnce 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 02°1625", a radius 480.00 feet and a long chord bearing North 6-P5958"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 94059'19", 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 15°52'31"East 3.26 feet to a point;thence North 74007'29"East 40.00 feet to a point;thence North 1505211"West 3.26 feet to a point of curve;thence along a curve to the right 33.16 feet,said curve having a central angle of 94059'19",a radius of 20.00 feet and a long chord bearing North 3103708"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 of480.00 feet and a long chord bearing North 83*10'37"East 68.03 feet to a point of tangent;thence North 8701476"East 13.55 feet to a point;thence South 16*01'40"East 223.99 feet to a point;thence South 25"41'59"East 181.00 feet to a point;thence South 39*4732"East 180.43 feet to a point;thence Page 7 of 10 09/11/2019 9:37 AM i.84`10=3 70 Page 7 ti South 34°3948"East 153.54 feet to a point;thence South 33°4223"East 105.62 feet to a point;thence South OWN"East 107.02 feet to a point;thence South 04°4545"East 110.67 feet to a point;thence South 0014828"West 291.00 feet to a point;thence South 89*1132"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 90021'47",a radius of 325.00 feet and a long chord bearing . South 45°3734"West 461.07 feet to the POINT OF BEGINNING, said parcel of land contains 12.26 acres,more or less, AND ALSO PARCEL V(Lot 1,Block 2)(REVISED: 8/30/94) a 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 114 of Section 22 North 00°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 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 I1135'03",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 7802TI4"West 121.31 feet to a point of tangent;thence continuing South 86023'09"West 350.38 feet to a point;thence continuing South 89028'06"West 195.35 feet to a point;thence continuing North 86058'12"West 73.05 feet to a point;thence leaving the said Northerly right-of-way .ti Page 8 of 10 09/11/2019 9:37 AM 1844001371. Page 8 line of the Phyllis Canal 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 00'2Y12'West 658.77 feet to a point marking the Northwest corner of the South 1/2 ofsaid 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 99*31'59"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 00126'41"East 350.91 feet to a point;thence South 89*33119"East 200.00 feet to a point;thence South 0002641*West 300.00 feet to a point;thence South 89033'19"East 72.99 feet to a point;thence South 00°2641"West 549.61 feet to a point on the said Northerly right-of-way line of the _ Phyllis Canal;thence along the said Northerly right-of-way line of the Phyllis Canal North 87022'26"West 130.70 feet to a point;thence continuing South 85°00'24"West 154.38 feet to a point;thence continuing • South 74*1548"West 86.56 feet to a point of curve;thence along a curve to the left 153.13 feet,said curve having a central angle of 15°40'02",a radius of 560.00 feet and a long chord bearing South 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 71018'13'West 95.41 feet to a point of tangent;thence continuing South 77*31'41"West 311.17 feet to a point;thence continuing South 74°42'14"West 180.62 feet to a point;thence continuing South 69*3746"West 319.18 feet to a point of curve;thence 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 a point marking a point of ending of curve; thence continuing Notch 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 54028'31",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 Page 9 of 10 09/11/2019 9:37 AM • ,' : 1. 18�4J(�1.3�7� Page 9 Noah 5405738"West 312.98 feet to a point of curve;thence along a curve to the left 275.23 feet,said curve having a central angle of 50*03*46",a radius of 315.00 feet and a long chord bearing- North 7905910"West 266.56 feet to a point of tangent;thence continuing South 74°58'37'West 15.34 feet to the POINT OF BEGINNING, i • e said parcel of land contains 130.87 acres,more or less.. (The total acreage for the four parcels described above is 204.37 acres,more or less.) OP ate' r�D•sG� o l�'fi A.'C�titi Page 10 of 10 09/11/2019 9:37 AM