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PZ - Subdivision Boundary km E N G I N E E R I N G December 16,2020 Project No. 18-140 Prescott Ridge Subdivision Legal Description A parcel of land situated in a portion of the West 1/2 of the Northeast 1/4 and a portion of the West 1/2 of Section 28,Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho and being more particularly described as follows: Commencing at an aluminum cap marking the Northwest corner said Section 28, which bears N89'27'17"W a distance of 2,609.40 feet from an aluminum cap marking the North 1/4 corner of said Section 28, thence following the northerly line of the Northwest 1/4 of said Section 28, S89'27'17"E a distance of 1,484.66 feet to a point; Thence leaving said northerly line, S00°32'43"W a distance of 125.29 feet to a 5/8-inch rebar on the southerly right-of-way line of W. Chinden Boulevard (Highway 20/26) and being the POINT OF BEGINNING. Thence following said southerly right-of-way line, N89°12'47"E a distance of 12.47 feet to an aluminum ca p; Thence following said southerly right-of-way line,S89°27'17"E a distance of 1,111.87 feet to an aluminum cap; Thence following said southerly right-of-way line, S89*25'25"E a distance of 60.00 feet to a point; Thence leaving said southerly right-of-way line line,S00°43'55"W a distance of 533.88 feet to a point; Thence S89°24'23"E a distance of 1,248.58 feet to a 5/8-inch rebar on the easterly line of the West 1/2 of the Northeast 1/4 of said Section 28; Thence following said easterly line,S00°36'13"W a distance of 1,615.76 feet to a 5/8-inch rebar; Thence leaving said easterly line, N77°58'17"W a distance of 1,338.12 feet to a 5/8-inch rebar on the easterly line of the Northwest 1/4 of said Section 28; Thence following said easterly line, S00°43'55"W a distance of 625.95 feet to 2-inch pipe marking the Center 1/4 of said Section 28; Thence leaving said easterly line, S00°43'51"W a distance of 24.35 feet to a 5/8-inch rebar; Thence S53°05'53"W a distance of 16.53 feet to a 5/8-inch rebar; Thence N78°07'38"W a distance of 19.68 feet to a 5/8-inch rebar; Thence S89`18'46"W a distance of 45.49 feet to a 5/8-inch rebar; Thence N86°14'49"W a distance of 63.62 feet to a 5/8-inch rebar; Thence N88°50'04"W a distance of 85.57 feet to a 5/8-inch rebar; Thence N80°59'54"W a distance of 36.69 feet to a 5/8-inch rebar; Thence N70°27'41"W a distance of 25.64 feet to a 5/8-inch rebar; Thence S89°15'00"W a distance of 20.04 feet to a 5/8-inch rebar; Thence N86°53'39"W a distance of 189.53 feet to a 5/8-inch rebar; Thence S64°04'03"W a distance of 27.64 feet to a 5/8-inch rebar; Thence N89°14'25"W a distance of 789.53 feet to a point; Thence N00°52'21"E a distance of 16.96 feet to a point being the Center West 1/16 corner of said Section 28; Thence following the southerly line of the Northwest 1/4 of said Section 28, N89°21'12"W a distance of 686.03 feet to a point; 9233 West State Street • Boise, Idaho 83714 • 208.639.6939 • kmengllp.com Thence leaving said southerly line, N01°00'37"E a distance of 400.00 feet to a point; Thence N89°21'12"W a distance of 625.00 feet to a point on the westerly line of the Northwest 1/4 of said Section 28; Thence following said westerly line, N01°00'37"E a distance of 690.74 feet to a point; Thence leaving said westerly line, S71°33'16"E a distance of 483.50 feet to a point; Thence S78°08'16"E a distance of 589.77 feet to a point; Thence S46°56'01"E a distance of 299.29 feet to a point; Thence N75°51'12"E a distance of 48.41 feet to a point; Thence N00°52'17"E a distance of 215.98 feet to a 1/2-inch rebar; Thence N75°32'13"E a distance of 272.40 feet to a 1/2-inch rebar; Thence 30.59 feet along the arc of a circular curve to the left, said curve having a radius of 45.00 feet, a delta angle of 38°56'33", a chord bearing of N75°32'13"E and a chord distance of 30.00 feet to a 1/2-inch rebar; Thence N75°32'13"E a distance of 219.13 feet to a 1/2-inch rebar; Thence N00°32'13"E a distance of 1,497.29 feet to a 1/2-inch rebar; Thence S69°18'13"W a distance of 270.56 feet to a 1/2-inch rebar; Thence N31°55'35"W a distance of 81.73 feet to a point; Thence 53.14 feet along the arc of a circular curve to the right, said curve having a radius of 115.00 feet, a delta angle of 26'28'39", a chord bearing of N18'41'13"W and a chord distance of 52.67 feet to the POINT OF BEGINNING. Said parcel contains a total of 124.808 acres, more or less. NL �Nd a CA 12459 0 OF L. BQ►Z'�'A4 12 •(o '�� Client Project Name PAGE 2 1111.87 c s69.NiOY- s89°27'17"e 3 110.56 3 In 00 �n Cq o M O 'n O y 1248.58 s89°24'23"e U C, M N l� N O, M C 3 b M o b 48335 0 0 s71'33�16 e 589.77 s78°08'16„e oas°3z15 � M 2 � p � e 29 �,177 '17wn89°2l'12"w 12 625.00 O n o N CDEn O b 00 p O O C n89°21'12"w _ n89°14'25"w �s 686.03 s �a t3 789.53 Title: Prescott Ridge Subdivision Date: 12-16-2020 Scale: 1 inch= 500 feet File: Tract 1: 124.808 Acres: 5436632 Sq Feet:Closure=n75.1801e 0.01 Feet: Precision>1/999999: Perimeter= 14371 Feet 001=n89.1247e 12.47 014=n88.5004w 85.57 027=s78.0816e 589.77 002=s89.2717e 1111.87 015=n80.5954w 36.69 028=s46.5601e 299.29 003=s89.2525e 60.00 016=n70.2741w 25.64 029=n75.5112e 48.41 004=s00.4355w 533.88 017=s89.1500w 20.04 030=n00.5217e 215.98 005=s89.2423e 1248.58 018=n86.5339w 189.53 031=n75.3213e 272.40 006=s00.3613w 1615.76 0 1 9=s64.0403w 27.64 B7s 2 3ehdj 3030805633 007=n77.5817w 1338.12 020=n89.1425w 789.53 033=n75.3213e 219.13 008=s00.4355w 625.95 021=n00.5221e 16.96 034=n00.3213e 1497.29 009=s00.4351w 24.35 022=n89.2112w 686.03 035=s69.1813w 270.56 010=s53.0553w 16.53 023=n01.0037e 400.00 036=n31.5535w 81.73 011=n78.0738w 19.68 024=n89.2112w 625.00 B��41I13',thd=267s839 012=s89.1846w 45.49 025=n01.0037e 690.74 0 1 3=n86.1449w 63.62 026=s71.3316e 483.50