CC - Legal Description km
E N G I N E E R I N G
December 3,2020
Project No.20-145
Bainbridge Subdivision No.12
A parcel of land situated in the North 1/2 of the Northeast 1/4 of Section 27,Township 4 North, Range 1
West, B.M., City of Meridian,Ada County, Idaho and being more particularly described as follows:
Commencing at an aluminum cap marking the Northeast corner of said Section 27, which bears
S89°17'35"E a distance of 2,647.29 feet from an aluminum cap marking the North 1/4 corner of said
Section 27, thence following the northerly line of the Northeast 1/4 of said Section 27, N89°17'35"W a
distance of 1,749.00 feet;
Thence leaving said northerly line, S00°42'25"W a distance of 70.00 feet to a found 5/8-inch rebar on
the southerly right-of-way line of West Chinden Boulevard and the easterly boundary of Bainbridge
Subdivision No. 11 (Book 119 of Plats at Pages 18,477 through 18,482, records of Ada County, Idaho)
and being the POINT OF BEGINNING.
Thence leaving said easterly boundary and following said southerly right-of-way line the following three
(3) courses:
1. S89'17'35"E a distance of 22.25 feet to a found aluminum cap;
2. S00°42'25"W a distance of 2.00 feet to a found aluminum cap;
3. S89°17'35"E a distance of 538.75 feet to a found 5/8-inch rebar on the westerly boundary of
Lost Rapids Subdivision (Book 119 of Plats at Pages 18,496 through 18,501, records of Ada
County, Idaho);
Thence leaving said southerly right-of-way line and following said westerly boundary, S00°42'24"W a
distance of 1,093.34 feet to a found 5/8-inch rebar on the northerly right-of-way line of West Lost
Rapids Drive;
Thence leaving said westerly boundary and following said northerly right-of-way line, 534.82 feet along
the arc of a curve to the left, said curve having a radius of 1,415.87 feet, a delta angle of 21°38'33",a
chord bearing of N81°20'58"W and a chord distance of 531.65 feet to a found 5/8-inch rebar on the
easterly boundary of said Bainbridge Subdivision No. 11;
Thence leaving said northerly right-of-way line and following said easterly boundary the following fifteen
(15) courses:
1. N00°00'00"W a distance of 140.94 feet to a found 5/8-inch rebar;
2. N89°51'49"E a distance of 29.97 feet to a found 5/8-inch rebar;
3. N00°00'00"W a distance of 56.00 feet to a found 5/8-inch rebar;
4. N00°42'24"E a distance of 97.49 feet to a found 5/8-inch rebar;
5. S89°17'35"E a distance of 84.00 feet to a found 5/8-inch rebar;
6. N00°42'25"E a distance of 20.00 feet to a found 5/8-inch rebar;
7. 43.98 feet along the arc of a curve to the right, said curve having a radius of 28.00 feet, a delta
angle of 89°59'59",a chord bearing of N44°17'35"W and a chord distance of 39.60 feet to a
found 5/8-inch rebar;
8. N00'42'24"E a distance of 306.00 feet to a found 5/8-inch rebar;
9233 West State Street • Boise,Idaho 83714 , 208,639,6939 . kmenglip,eAm
9. 43.98 feet along the arc of a curve to the right, said curve having a radius of 28.00 feet, a delta
angle of 90'00'01", a chord bearing of N45'42'25"E and a chord distance of 39.60 feet to a
found 5/8-inch rebar;
10. N00°42'25"E a distance of 20.00 feet to a found 5/8-inch rebar;
11. N89°17'35"W a distance of 84.00 feet to a found 5/8-inch rebar;
12. N00°42'24"E a distance of 150.00 feet to a found 5/8-inch rebar;
13. N89°17'35"W a distance of 42.87 feet to a found 5/8-inch rebar;
14. 19.25 feet along the arc of a curve to the left, said curve having a radius of 100.00 feet, a delta
angle of 11'01'46", a chord bearing of S85°11'32"W and a chord distance of 19.22 feet to a
found 5/8-inch rebar;
15. N00°42'25"E a distance of 176.85 feet to the POINT OF BEGINNING.
Said parcel contains a total of 11.71 acres, more or less,and is subject to all existing easements and/or
rights-of-way of record or implied.
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�N L. B�tiyA
Client
Project Name PAGE 2
Title: Date: 12-03-2020
Scale: 1 inch=200 feet File:
Tract 1: 11.711 Acres: 510123 Sq Feet: Closure=n41.3055e 0.01 Feet: Precision=1/322624: Perimeter=3506 Feet
001=s89.1735e 22.25 008=n00.0000w 56.00 015=n00.4225e 20.00
002=s00.4225w 2.00 009=n00.4224e 97.49 016=n89.1735w 84.00
003=s89.1735e 538.75 010=s89.1735e 84.00 017=n00.4224e 150.00
004=s00.4224w 1093.34 011=n00.4225e 20.00 0 1 8=n89.1735w 42.87
005:Lt,R=14I5.87 Delta=21.3833 012:R4 R=28.00,Delta=89.5959 019:Lt,R=100.00,Delta=l1.0146
Bng=n8L2058w,Chd=53L65 Bng=n44.1735w,Chd=39.60 Bng=s85.1132w,Chd=19.22
006=n00.0000w 140.94 013=n00.4224e 306.00 020=n00.4225e 176.85
007=n89.5149e 29.97 Bng�45.4 25e,Chd139 60°01