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E N G I N E E R I N G
March 17,2026
Pollard Subdivision No. 1
Project No.21-240
Development Agreement Modification-Legal Description
Lots 1-7, Block 2 of Pollard Subdivision No.1(Book 127 of plats,pages 20407-20411,records of Ada County,
Idaho),situated in a portion of the Southeast 1/4 of the Southwest 1/4 of Section 21,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 South 1/4 corner of said Section 21 which bears S89°27'17"E a
distance of 2,609.39 feet from an aluminum cap marking the Southwest corner of said Section 21;
Thence following the easterly line of the Southeast 1/4 of the Southwest 1/4 of said Section 21, N00°32'12"E a
distance of 115.00 feet to a 5/8-inch rebar on the northerly right-of-way line of W.Chinden Boulevard;
Thence following said northerly right-of-way line, N89°27'17"W a distance of 34.80 feet to a 1/2-inch rebar
and being the POINT OF BEGINNING.
Thence following said northerly right-of-way line the following three(3)courses:
1. N89°27'17"W a distance of 277.35 feet to a 5/8-inch rebar;
2. N87'13'39"W a distance of 900.68 feet to an aluminum cap;
3. N89'27'17"W a distance of 92.37 feet to a 5/8-inch rebar on the westerly line of said Southeast 1/4 of
the Southwest 1/4;
Thence leaving said northerly right-of-way line and following said westerly line,N00°34'56"E a distance of
33.86 feet to a 1/2-inch rebar on the easterly right-of-way line of N.Pollard Lane;
Thence leaving said westerly line and following said easterly right-of-way line the following three(3)courses:
1. 191.41 feet along the arc of a curve to the left,said curve having a radius of 60.50 feet,a delta angle
of 181°16'34",a chord bearing of N11°23'04"E and a chord distance of 120.99 feet to a 1/2-inch
rebar;
2. 34.14 feet along the arc of a reverse curve to the right,said curve having a radius of 24.50 feet,a delta
angle of 79°50'09",a chord bearing of N39°20'08"W and a chord distance of 31.44 feet to a 1/2-inch
rebar;
3. N00°34'56"E a distance of 598.56 feet to a 1/2-inch rebar on the southerly right-of-way line of W.
Waverton Drive;
Thence leaving said easterly right-of-way line and following said southerly right-of-way line the following three
(3)courses:
1. N45'33'55"E a distance of 19.79 feet to a brass plug;
2. S89°27'06"E a distance of 1,236.64 feet to a 1/2-inch rebar;
3. S44°26'19"E a distance of 23.34 feet to a 1/2-inch rebar on the westerly right-of-way line of N.Levi
Avenue;
Thence leaving said southerly right-of-way line and following said westerly right-of-way line,S00°34'29"W a
distance of 807.80 feet to the POINT OF BEGINNING.
Said parcel contains 23.383 acres,more or less,more or less,and is subject to g°� ��tST
all existing easements and/or rights-of-way of record or implied.
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3/17/2026
Scale: 1 inch= 170 feet File:
Tract 1:23.3826 Acres,Closure:n00.0000e 0.00 ft.(1/999999),Perimeter=4216 ft.
01 n89.2717w 277.35 10 s44.2619e 23.34
02 n87.1339w 900.68 11 s00.3429w 807.8
03 n89.2717w 92.37
04 n00.3456e 33.86
05 Lt,r=60.50,delta=181.1634,chord=nl1.2304e 120.99
06 Rt,r=24.50,delta=079.5009,chord=n39.2008w 31.44
07 n00.3456e 598.56
08 n45.3355e 19.79