Loading...
CC - Legal Description km 5725 NORTH DISCOVERY WAY I BOISE, ID 83713 1 208.639.6939 1 www.kmengllp.com April 9,2021 Project No.21-021 Legal Description for Apex Southeast No.2 A parcel of land being a portion of Government Lot 4 and the Southwest 1/4 of the Northwest 1/4 of Section 5,Township 2 North, Range 1 East, Boise Meridian, City of Meridian,Ada County, Idaho, and being more particularly described as follows: Commencing at a found brass cap marking the West 1/4 corner of said Section 5,which bears S00°04'35"E a distance of 2,671.16 feet from a found brass cap marking the Northwest corner of said Section 5; Thence following the westerly line of the Southwest 1/4 of the Northwest 1/4 of said Section 5, N00°04'35"W a distance of 271.78 feet to a point; Thence leaving said westerly line, N89°55'25"E to a set 5/8-inch rebar on the easterly right-of-way line of S. Locust Grove Rd. and being the POINT OF BEGINNING. Thence following said easterly right-of-way line, N00°04'35"W a distance of 1,140.00 feet to a found 5/8-inch rebar marking the Southwest corner of Apex Southeast Subdivision No.1, records of Ada County, Idaho. Thence leaving said easterly right-of-way line and following said Subdivision boundary the following 9 (nine) courses: 1. N89°53'42"E a distance of 431.00 feet to a found 5/8-inch rebar; 2. S00'04'35"E a distance of 120.00 feet to a found 5/8-inch rebar; 3. S89°53'42"W a distance of 19.12 feet to a found 5/8-inch rebar; 4. S00°06'18"E a distance of 180.00 feet to a found 5/8-inch rebar; 5. N89°53'42"E a distance of 478.54 feet to a found 5/8-inch rebar; 6. N00°06'18"W a distance of 180.00 feet to found 5/8-inch rebar; 7. S89'53'42"W a distance of 18.20 feet to a found 5/8-inch rebar; 8. N00°01'43"W a distance of 120.00 feet to a found 5/8-inch rebar; 9. N89°53'42"E a distance of 418.00 feet to a found 5/8-inch rebar on the easterly line of the West 1/2 of the Northwest 1/4; Thence leaving said Subdivision Boundary and following the easterly line of said West 1/2 of the Northwest 1/4,S00°01'43"E a distance of 600.00 feet to set 5/8-inch rebar; Thence leaving said easterly line,S89°53'42"W a distance of 430.00 feet to a set 5/8-inch rebar; Thence N00°01'43"W a distance of 105.92 feet to a set 5/8-inch rebar; Thence S89'58'17"W a distance of 175.00 feet to a set 5/8-inch rebar; Thence S89'42'54"W a distance of 66.91 feet to a set 5/8-inch rebar; Thence S00`04'35"E a distance of 250.00 feet to a set 5/8-inch rebar; Thence S89°55'25"W a distance of 115.00 feet to a set 5/8-inch rebar; Thence S00°04'35"E a distance of 50.09 feet to a set 5/8-inch rebar; Thence S89°55'25"W a distance of 180.00 feet to a set 5/8-inch rebar; Thence S00°04'35"E a distance of 374.00 feet to a set 5/8-inch rebar; Thence S89°53'42"W a distance of 99.99 feet to a set 5/8-inch rebar; ENGINEERS I SURVEYORS I PLANNERS Thence 25.38 feet along the arc of a circular curve to the right, said curve having a radius of 20.00 feet, a delta angle of 72°43'13",a chord bearing of N53'44'41"W and a chord distance of 23.71 feet to a set 5/8-inch rebar; Thence S74°22'19"W a distance of 60.01 feet to a set 5/8-inch rebar; Thence along the arc of a circular curve to the right, said curve having a radius of 80.00 feet, a delta angle of 15°59'26", a chord bearing of N08*04'18"W and a chord distance of 22.25 feet to a set 5/8-inch rebar; Thence N00°04'35"W a distance of 7.96 feet to a set 5/8-inch rebar; Thence S89°53'13"W a distance of 143.00 feet to the POINT OF BEGINNING. Said description contains a total of 19.279 acres, more or less. 1 a CA 12459OF 0 �.R 2021 PAGE 2 431.00 418.00 n89°53'42"e n89°53'42"e go _ 4 s U1 0 o 0 o 0 rn ON 0 0 _. 00 0 C. 478.54 M o o n89°53'42"e o o O O.D O y Is C, s89°58'17"w 175.00 _ o O u N W o w o N s89°53'42"w U C. E 0 430.00 o o s89°55'25"a u s.00 s89°55'25"w ° 180.00 N O J A Vj O N O s89°53'13"w rr N 143.00 z3 s89°s34rw 99.99 Title: Apex SE No. 2 Date: 04-09-2021 Scale: 1 inch=200 feet File: Tract 1: 19.279 Acres: 839811 Sq Feet:Closure=n11.3248e 0.02 Feet: Precision=1/277946: Perimeter=5810 Feet 001=n00.0435w 1140.00 010=n89.5342e 418.00 019=s89.5525w 180.00 002=n89.5342e 431.00 011=s00.0143e 600.00 020=s00.0435e 374.00 003=s00.0435e 120.00 012=s89.5342w 430.00 021=s89.5342w 99.99 004=s89.5342w 19.12 013=n00.0143w 105.92 B�4"iw Chd 23 71313 005=s00.0618e 180.00 014=s89.5817w 175.00 023=s74.2219w 60.01 co ay z5 9z6 006=n89.5342e 478.54 0 1 5=s89.4254w 66.91 a os118w,Cdiz 007=n00.0618w 180.00 016=s00.0435e 250.00 025=n00.0435w 7.96 008=s89.5342w 18.20 017=s89.5525w 115.00 026=s89.5313w 143.00 009=n00.0143w 120.00 018=s00.0435e 50.09