PZ - PP Legal Description TH E
LAND
'! GROUP
May 21, 2020
Project No. 116165
SOUTHRIDGE SOUTH SUBDIVISION
PRELIMINARY PLAT DESCRIPTION
A tract of land situated in the North One Half of Section 23, Township 3 North, Range 1 West, Boise
Meridian, City of Meridian,Ada County, Idaho, more particularly described as follows:
Commencing at the Northeast Corner of said Section 23 (from which point the North One Quarter Section
Corner of said Section 23 bears North 89°19'41" West, 2,661.73 feet distant);
Thence following the easterly line of said Section 23, South 00°41'26"West a distance of 2,650.67 feet to
the East One Quarter Section Corner of said Section 23;
Thence leaving said easterly line and following the southerly line of the Northeast One Quarter of said
Section 23, North 89°02'56" West a distance of 1,946.54 feet to a point on the northerly line of Aspen
Cove Subdivision, Blocks 3, 4 & 5, according to the official plat thereof, filed in Book 35 of Plats at Page
3040, Records of Ada County, Idaho, said point being the POINT OF BEGINNING;
Thence North 89°02'56"West a distance of 712.19 feet on the southerly line of the Northeast One
Quarter of said Section 23 to the Center One Quarter Section Corner of said Section 23;
Thence North 89°04'17" West a distance of 1,832.25 feet on the southerly line of the Northwest
One Quarter of said Section 23;
Thence North 22°09'32" West a distance of 520.19 feet;
Thence North 25°08'21" East a distance of 30.00 feet to a point of curve;
Thence 111.19 feet on the arc of a curve to the right, said curve having a radius of 50.00 feet, a
central angle 127°24'36", a chord bearing of South 82°26'42" East, and a chord distance of 89.65
feet to a point of reverse curve;
Thence 30.77 feet on the arc of a curve to the left, said curve having a radius of 25.00 feet, a
central angle of 70°31'44",a chord bearing of South 54°00'16" East,and a chord distance of 28.87
feet;
Thence South 89°16'08" East a distance of 58.64 feet to a point of curve;
Thence 25.41 feet on the arc of a curve to the left, said curve having a radius 20.43 feet, a central
angle 71°15'53", a chord bearing of North 54°13'05" East, and a chord distance of 23.80 feet to a
point of reverse curve;
Thence 184.71 feet on the arc of a curve to the right, said curve having a radius of 233.34 feet, a
central angle of 45°21'22", a chord bearing of North 41°15'50" East, and a chord distance of
179.93 feet;
Thence North 47°39'35" West a distance of 157.73 feet to a point on a curve on the southerly
right-of-way line of West Overland Road;
462 East Shore Drive, Suite 100, Eagle, Idaho 83616 208.939.4041 thelandgroupinc.com
EXHIBIT A
Southridge South Preliminary Plat
Page 2 of 3
Thence following said southerly right-of-way line for the following 6 courses:
1. Thence 420.42 feet along the arc of a circular curve to the left, said curve having a radius
of 1050.50 feet,a central angle of 22°55'49",a chord bearing of North 58°57'49" East,and
a chord distance of 417.62 feet to a point of compound curve;
2. Thence 288.12 feet along the arc of a circular curve to the left, said curve having a radius
1047.00 feet, a central angle 15°46'02", a chord bearing of North 38°26'04" East, and a
chord distance of 287.21 feet to a point of compound curve;
3. Thence 393.88 feet along the arc of a circular curve to the left, said curve having a radius
of 1044.50 feet,a central angle of 21°36'21",a chord bearing of North 20°56'21" East,and
a chord distance of 391.55 feet to a point of compound curve;
4. Thence North 10°08'10" East a distance of 231.17 feet;
5. Thence South 75°06'37" East a distance of 6.36 feet;
6. Thence North 14°53'23" East a distance of 79.42 feet to a point on the centerline of the
Ridenbaugh Canal;
Thence leaving said southerly right-of-way line and on the centerline of the Ridenbaugh Canal for
the following 3 courses:
1. Thence North 69°37'00" East a distance of 34.90 feet to a point of curve;
2. Thence 320.04 feet along the arc of a circular curve to the right,said curve having a radius
of 375.00 feet, a central angle of 48°53'57", a chord bearing of South 85°56'02" East, and
a chord distance of 310.42 feet;
3. Thence South 61°29'03" East a distance of 150.70 feet;
Thence leaving said centerline, North 00°48'16" East a distance of 90.36 feet to a point on the
northerly easement line of the said Ridenbaugh Canal;
Thence following said northerly easement line for the following 8 courses:
1. Thence South 61°29'03" East a distance of 118.75 feet to a point of curve;
2. Thence 14.24 feet along the arc of a circular curve left,said curve having a radius of 320.00
feet, a central angle of 02°32'56", a chord bearing of South 62°45'31" East, and a chord
distance of 14.23 feet;
3. Thence South 64°01'59" East a distance of 330.62 feet to a point of curve;
4. Thence 46.42 feet along the arc of a circular curve left,said curve having a radius of 320.00
feet, a central angle of 08°18'42", a chord bearing of South 68°11'20" East, and a chord
distance of 46.38 feet;
5. Thence South 72°20'41" East a distance of 150.79 feet to a point of curve;
6. Thence 276.34 feet along the arc of a circular curve to the right,said curve having a radius
230.83 feet,a central angle of 68°35'29",a chord bears South 37°54'29" East, and a chord
distance of 260.13 feet;
7. Thence South 86°31'43" West a distance of 10.00 feet;
8. Thence South 03°28'17" East a distance of 188.54 feet;
Thence leaving said northerly easement line, South 56°31'59" East a distance of 159.58 feet to a
point on a curve on said northerly easement line of the Ridenbaugh Canal;
Thence following said northerly easement line for the following 2 courses:
1. Thence 316.45 feet along the arc of a circular curve to the right,said curve having a radius
of 200.00 feet, a central angle of 90°39'20", a chord bearing of South 83°12'27" East a
distance of 284.46 feet;
2. Thence South 37°52'47" East a distance of 37.00 feet;
Q<O THE
4 LAND 462 East Shore Drive, Suite 140, Eagle, Idaho 83616 . 208.939.4041 - thelandgroupinc.com
=r GROUP
EXHIBIT A
Southridge South Preliminary Plat
Page 3 of 3
Thence leaving said northerly easement line, South 52°03'57" West a distance of 70.00 feet to a
point on the centerline of the Ridenbaugh Canal;
Thence following said centerline for the following 7 courses:
1. Thence South 37°52'47" East a distance of 332.24 feet to a point of curve;
2. Thence 389.27 feet along the arc of a circular curve to the right,said curve having a radius
of 300.00 feet, a central angle of 74°20'42", a chord bearing of South 00°42'26" East a
distance of 362.53 feet;
3. Thence South 36°27'55" West a distance of 34.82 feet to a point of curve;
4. Thence 140.75 feet along the arc of a circular curve to the left,said curve having a radius
of 150.00 feet, a central angle of 53°45'48", a chord bears South 09°35'01" West a
distance of 135.64 feet;
5. Thence South 17°17'53" East a distance of 110.54 feet to a point of curve;
6. Thence 129.34 feet alongthe arc of a circular curve to the right,said curve having a radius
of 150.00 feet, a central angle 49°24'12", a chord bears South 07°24'13"West a distance
of 125.37 feet;
7. Thence South 32°06'19" West a distance of 21.67 feet to the POINT OF BEGINNING.
The above-described tract of land contains 83.77 acres more or less.
Prepared By: /
THE LAND GROUP, INC. L T NL`�'U
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5-21-2020
James R. Washburn �I qT DE
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4 LAND 462 East Shore Drive, Suite 140, Eagle, Idaho 83616 208.939.4041 thelandgroupinc.com
=E GROUP