QUEEN_CREEK_ORD_641-17_LEGAL+EXHIBIT.PDF

20170413694
GEPS
GROUP
Legal Description
Town of Queen Creek
Right-of-Way Annexation
Job No. 12-042.4 April 12, 2017
Portions of the Southeast Quarter of Section 13, Township 2 South, Range 6 East and the
Southwest Quarter of Section 18, Township 2 South, Range 7 East, Gila and Salt River Meridian,
Maricopa County, Arizona, more particularly described as follows:
BEGINNING at a brass cap in hand hole at the southeast corner of said Section 13, from which an
aluminum cap at the south quarter-corner of said Section 13 bears South 86 degrees 40 minutes
47 seconds West a distance of 2665.58 feet;
thence along the south line of said Section 13, South 86 degrees 40 minutes 47 seconds West,
1217.16 feet to the beginning of a non-tangent curve, concave Northwest, from which the
radius point bears North 12 degrees 07 minutes 57 seconds West a distance of 2935.00 feet;
thence Northeasterly 84.24 feet along the arc of said curve to the left through a central angle
of 1 degrees 38 minutes 40 seconds to a point of reverse curvature of a curve having a radius
of 3065.00 feet;
thence Northeasterly 311.72 feet along the arc of said curve to the right through a central
angle of 5 degrees 49 minutes 38 seconds; UnoficIal Docament
thence on a non-tangent line North 86 degrees 40 minutes 47 seconds East, 794.64 feet;
thence North 0 degrees 46 minutes 50 seconds West, 8.89 feet;
thence North 89 degrees 35 minutes 47 seconds East, 88.00 feet;
thence South 0 degrees 46 minutes 50 seconds East, 65.11 feet to a point on the south line
of said Section 18;
thence along said south line, North 87 degrees 26 minutes 24 seconds
West, 55.09 feet to the POINT OF BEGINNING.
Contains 1.4069 acres, more or less.
EPS Group, Inc. • 2045 S. Vineyard, Suite 101 • Mesa, AZ 85210
Tel (480) 503-2250 • Fax (480) 503-2258
SAProjects12012\12-042\-04 Ocotillo Road Design \Legal Survey \Legals\ANNEXATION LEGALS\12-042.4_55-foot_ROW-
ANNEXATION_041117.docx

e O EIVOL1 V69
HANDHOLE THE QUARTER 2517.63' 400 3 feet EPS GROUP
OF 13 r
R6E IN UNE SOUTHEAST SECTION S0'46'50"E 65.11' www.epsgroupinc.com 4
QUARTER—CORNER T2S, CAP EAST OF S8726'141'E N87'26'201 200
13, BRASS 55.09'
0 Li/ a.
EAST SECTION FOUND
r I EN 71- cn 0 R6E
I I 88.00' P.O.B. R6E CAP T2S,
8.89' CORNER T2S, HANDHOLE 13,
147/ 13, BRASS IN 200 scale
N89'35 NO'46'50"W - SOUTHEAST SECTION FOUND SECTION
794.64'
ROAD OF
ANNEXATION
N86'40'47”E QUARTER 2017
12,
R=3065.011 OCOTILLO APRIL
2665.55 RIGHT-OF-WAY SOUTHEAST
L=311.72', A=549'38"
R=2935.00' S86401471'W
THE
L=84.24', 1'38'40n OF
A=
THE QUARTER PORTION
OF 13
LINE SECTION R6E CAP A
SOUTHEAST QUARTER—CORNER T2S,
SOUTH OF 13, ALUMINUM
SOUTH SECTION FOUND
1448.42'
EV
IN 4•1