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Home My WebLink AboutORD 25326 Ul 7-7 T :IIj ji m l}; 77'17 L'M M7M7 I = .......... Ir :771. IT .2 n7l kill �— —jo7—% j, d 7TLw I W4 . . . . . . . . . . . P 'r s X11 l 1 S 1 1 I T� 1 1 - i • 1 II 1. 1I� EXHIBIT "A" PARCEL NO. 1 Description of Aspens Subdivision No. 1 ASPENS SUBDIVISION NO.] is located in the SW 114 of Section 2, T. 3 N., R. 3 W., B.M., Canyon County, Idaho, more particularly described as follows; BEGINNING at the northeast corner of said SW 1/4 (Cl/4 corner), said corner monumented with a 3 -inch diameter brass disk; Thence S. 00 31' 25" W., a distance of 626.02 feet along the easterly boundary of said SW 114 to a 518 inch diameter iron pin; Thence leaving the easterly boundary of said SW 114, N. 890 28' 35" W., a distance of 33.00 feet to a point of curvature, said point monumented with a 518 inch diameter iron pin. Thence 31.42 feet along the are of a 20.00 feet radius curve left with a central angle of 90° 01' 25" and tangents of 20.01 feet, the long chord of which bears N. 44° 29' 17" W., a distance of 28.29 feet to a point of tangency, said point monumented with a 518 inch diameter iron pin; Thence N. 890 30' 00" W., a distance of 72.10 feet to a point of curvature, said point monumented with a 518 inch diameter iron pin; Thence 11.64 feet along the arc of a 20.00 foot radius tangent curve left with a central angle of 331 , 21' 24" and tangents of 599 feet, the long chord of which bears S. 731 18" W., a distance of 11.48 feet to a point of reverse curvature, said point monumented with a 518 inch diameter iron pin; Thence 91.63 feet along the arc of a 55.00 foot radius tangent curve right with a central angle of 950 27' 32" and tangents of 60.51 feet, the long chord of which bears N. 75° 07' 39" W., a distance of 81.40 feet to a 518 inch diameter iron pin; Thence S. 620 36' 07" W., a distance of 46.76 feet to a 518 inch diameter iron pin; ° Thence N. 440 35" W., a distance of 166.22 feet to a 518 inch diameter iron jpin; Thence S. 89° 50' 00" W., a distance of 35.00 feet to a 5/8 inch diameter iron pin; Thence S. 82° 41' 31" W., a distance of 56.10 feet to a 5/8 inch diameter iron pin; Thence S. 890 50' 00" W., a distance of 99.75 feet to a 518 inch diameter iron pin; Thence N. 330 00" W., a distance of 61.86 feet to a 518 inch diameter iron pin; Thence S. 54° 15' 00" W., a distance of 525.19 feet to a 518 inch diameter iron pin; Thence N. 35° 45' 00" W., a distance of 70.72 feet to a 5/8 inch diameter iron pin; Thence N. 250 05' 00" W., a distance of 330.98 feet to a 518 inch diameter iron pin; Thence N. 151 43" W., a distance of 95.54 feet to a 5/8 inch diameter iron pin; Thence S. 89 00" W., a distance of 692.12 feet to a 518 inch diameter iron pin; Thence N. 83° 44' 38" W., a distance of 65.57 feet to a point of curvature, said point monumented with a 5/8 inch diameter iron pin; Thence 42.37 feet along the are of a 428.00 feet radius curve right with a central angle of 5 40' 20" and tangents of 21.20 feet, the long chord of which bears N. 22° 14' 49" W., a distance of 42.36 feet to a point of non tangency, said point monumented with a 518 inch diameter iron 1 of 3 pm; Thence S. 64° 55' 00" W., a distance of 152.45 feet to a point on the centerline of the Dixie Drain, from which a witness corner bears N. 640 55' 00" E., a distance of 55.00 feet, said point monumented with a 518 inch diameter iron pin; Thence N. 25° 04' 18" W., a distance of 204.13 feet along the centerline of said Dixie Drain to a point, from which a witness corner bears N. 690 26' 33" E., a distance of 55.17 feet, said point monumented with a 518 inch diameter iron pin; Thence continuing along the centerline of said Dixie Drain, N. 160 02' 37" W., a distance of 140.00 feet to a point on the northerly boundary of said SW 114, said point monumented with a 518 inch diameter iron pin; Thence leaving the centerline of said Dixie Drain, N. 89 55" E., a distance of 2273.80 feet along the northerly boundary of said SW 114 to the POINT OF BEGINNING. ASPENS SUBDIVISION NO. I contains 22.89 acres more or less. PARCEL NO.2 Description of Aspens Subdivision No. 2 A parcel of land located in the southwest 114, of Section 2, Township 3 North, Range 3 West, Boise Meridian, City of Caldwell, Canyon County, Idaho, more particularly described as follows; COMMENCING at a 3" brass cap marking the northeast corner of said southwest 114 (center 114 corner) of Section 2; Thence South 89° 51' 55" West coincident with the north line of said southwest 114 a distance of 2298.58 feet to the centerline of the Dixie Drain from which a 5/8" rebar marking a witness corner bears North 89° 51' 55" East, 24.78 feet; Thence South 16° 02' 37" East coincident with said centerline of the Dixie Drain 140.00 feet; Thence South 25 04' 18" East coincident with said centerline of the Dixie Drain 204.13 feet to the POINT OF BEGINNING from which a 518" rebar /cap PLS 5461 marking a witness corner bears North 64° 55' 00" East, 55.00 feet; Thence North 64° 55' 00" East, 152.45 feet to a 518" rebar /cap PLS 5461 and the beginning of a non - tangent curve; Thence 42.38 feet along the arc of said curve to the left, having a radius of 428.00 feet being subtended by a chord bearing South 22° 14' 49" East, 42.36 feet to a 5/8" rebar /cap PLS 5461; Thence South 83'44' 38" East, 65.57 feet to a 518" rebar /cap PLS 5461; Thence North 89 50' 00" East, 692.12 feet to a 5/8" rebar /cap PLS 5461; Thence South 15° 37' 43" East, 95.54 feet to a 5/8" rebar /cap PLS 5461; Thence South 25° 05' 00" East, 330.98 feet to a 518" rebar /cap PLS 5461; Thence South 35° 45' 00" East, 70.72 feet to a 5/8" rebar /cap PLS 5461; Thence North 54° 15' 00" East, 525.19 feet to a 5/8" rebar /cap PLS 5461; Thence South 33° 20' 00" East, 61.86 feet to a 518" rebar /cap PLS 5461; Thence North 89° 49' 58" East, 99.75 feet to a 5/8" rebar /cap PLS 5461 and the beginning of a 2of3 non - tangent curve; Thence 7.92 feet along the arc of said curve to the right, having a radius of 122.00 feet being subtended by a chord bearing South 01' 20' 10" East, 7.92 feet to a 518" rebar /cap PLS 5461; Thence South 00° 31' 25" West, 171.76 feet to a 518" rebar /cap PLS 5461; Thence North 89'28' 35" West, 100.00 feet to a 518" rebar /cap PLS 5461; Thence South 00 °31 `25" West, 62.40 feet to a 518" rebar /cap PLS 5461; Thence South 54° 15' 00" West, 931.61 feet to a 518" rebar /cap PLS 5461; Thence South 71' 15' 53" West, 55.00 feet to a 518" rebar /cap PLS 5461; Thence North 18° 44' 07" West, 23.01 feet to a 5/8" rebar /cap PLS 5461; Thence South 71 53" West, 100.00 feet to a 518" rebar /cap PLS 5461; Thence South 62 55' 31" West, 56.60 feet to a 518" rebar /cap PLS 5461; Thence South 71° 15' 53" West, 152.00 feet to the centerline of said Dixie Drain from which a 518" rebar /cap PLS 5461 marking a witness comer bears North 71° 15' 53" East, 55.00 feet; Thence North 18° 44' 07" West coincident with said centerline of the Dixie Drain 200.00 feet from which a 518" rebar /cap PLS 5461 marking a witness corner bears North 68° 05' 48" East, 55.08 feet; Thence North 25° 04' 18" West coincident with said centerline of the Dixie Drain 962.76 feet to the POINT OF BEGINNING. The parcel above described contains 22.41 acres more or less. 3 of 3 C'� ate: 1 n C) CM rn v �, Ln rTi C 71 C� O C N q y ' Q G 1 .G W Ln a � 3 of 3