PZ - AZ ExhibitLegal Description for Annexation
Shelburne South Subdivision
A parcel of land being located in the SW % of the SE % of Section 28, Township 3 North, Range 1
East, Boise Meridian, Ada County, Idaho, and more particularly described as follows:
Commencing at a Brass Cap monument marking the southwest corner of the SE % of said Section
28, from which an Aluminum Cap monument marking the southeast corner of said SE '/4 bears S
89014'43" E a distance of 2660.54 feet;
Thence S 89014'43" E along the southerly boundary of said SE % a distance of 238.00 feet to
the POINT of BEGINNING;
Thence N 0031'20" E a distance of 965.92 feet to a point;
Thence S 89019'33" E a distance of 398.08 feet to a point;
Thence N 0031'18" E a distance of 358.85 feet to a point on the north boundary of the SE Y4 of said
Section 28;__.
Thence S 89019'52" E along said north boundary a distance of 693.19 feet to the northeast corner
of the SW % of the SE % of said Section 28;
Thence S 002836" W along the east boundary of said SW % of the SE % a distance of 1326.37
feet to the southeast corner of the SW '/ of the SE % of said Section 28;
Thence along the south boundary of said SW % of the SE Y4 N 89014'43" W a distance of 706.23 feet
to a point;
Thence leaving said south boundary N 0031'18" E a distance of 220.00 feet to a point;
Thence N 89014'43" W a distance of 186.00 feet to a point;
Thence S 0°31'17" W a distance of 220.00 feet to a point on the south boundary of the SW % of the
SE % of said Section 28;
Thence along said south boundary N 89014'43" W a distance of
200.09 feet to the POINT OF BEGINNING.
This parcel contains 29.01 acres.
Clinton W. Hansen, PLS
Land Solutions, PC
August 14, 2019
k___ ----"'land surveying and Consukfng
\oNpL LA Nps
a 11118
OF �oP C,
N
2TOW
Shelburne South Subdivision Annexation
Job No. 19-08
Page 1 of 1
SHELBURNE SOUTH SUBDIVISION ANNEXATION
LOCATED IN THE SW 1/4 OF THE SE 1/4 OF SECTION 28, T.3N., R.1 E., B.M.
MERIDIAN, ADA COUNTY, IDAHO
Vz
Fco
cs 1/16 _ .EXISTING CITY LIMITS BOUNDARY__. S8919 2"E 693.19'=I SE t/is
S8919'52 -E 636.12' S89 19'24`E 1/16
1329.23'
1
ko
1
i b 1
S8919'33`E 398.08'
z
1
I
I
I�
M
N
i�
M
(y�
N
I
ANN�p�ON
Ci
PRpP(�SE�
co
�
�'
ZI
g01 w
s�
ZI
i
N
I
N
a
I
Z
I
1
N8914'43"W 186.00'
i
�o
1
N
N
POINT OF
i
BEGINNING
2823_.00'186186
�N144�'�Wi/4
0 z
N89'f4'43"W
706.23'
1330. 28 27
33
S8914'43`E 2660.54' E, /U�jjjY Rp,
E t jt6
33 34
BASIS OF BEARING
0 125 250 0*
� r �
tLa
"nS-ol
nd Surveying and Consulting
231 E. STH ST., STE, A
MERIDIAN, ID 83642
(208)288-2040 (208) 286.2557 rax
www.fandsolutions.b1z JOB NO. 19-08