HomeMy WebLinkAboutCC - Legal Description km
I=1 01 rcl 1091*4 5725 North Discovery Way I BOISE, ID 83713 1 208.639.6939 1 FAX 208.639.6930
May 17,2021
Project No.21-023
Legal Description for
Apex Northwest Subdivision No.2
A parcel of land situated in a portion of the Southeast 1/4 of Section 31,Township 3 North, Range 1
East, Boise Meridian, City of Meridian, Ada County, Idaho, and being more particularly described as
follows:
Commencing. at a found brass cap marking the Southeast corner of said Section 31, which bears
S00°32'22"E a distance of 2,700.07 feet from a found brass cap marking the East 1/4 corner of said
Section 31;
Thence following the easterly line of the Southeast 1/4 of said Section 31, N00°32'22"W a distance of
1,334.27 feet to a point;
Thence leaving said easterly line, S89°27'38"W a distance of 489.96 feet to a set 5/8-inch rebar and
being the POINT OF BEGINNING.
Thence S00°17'39"W a distance of 87.50 feet to a set 5/8-inch rebar;
Thence N89°42'21"W a distance of 123.96 feet to a set 5/8-inch rebar;
Thence 25.92 feet along the arc of a circular curve to the left, said curve having a radius of 16.50 feet, a
delta angle of 90°00'45", a chord bearing of S45°17'16"W and a chord distance of 23.34 feet to set 5/8-
inch rebar;
Thence S00°16'52"W a distance of 519.99 feet to a found 5/8-inch rebar on the northerly boundary line
of Apex Northwest Subdivision No. 1;
Thence following the northerly boundary line of said Apex Northwest Subdivision No. 1 the following
twelve (12) courses:
1. N89°43'39"W a distance of 60.00 feet to a found 5/8-inch rebar;
2. S00°16'52"W a distance of 3.98 feet to a found 5/8-inch rebar;
3. 14.14 feet along the arc of a circular curve to the right, said curve having a radius of 9.00 feet, a
delta angle of 90°00'47", a chord bearing of S45°17'16"W and a chord distance of 12.73 feet to a
found 5/8-inch rebar;
4. N89°42'21"W a distance of 214.50 feet to a found 5/8-inch rebar;
5. 10.21 feet along the arc of a circular curve to right, said curve having a radius of 6.50 feet,a
chord bearing of N44°42'44"W and a chord distance of 9.19 feet to a found 5/8-inch rebar;
6. N00°16'52"E a distance of 4.50 feet to a found 5/8-inch rebar;
7. N89°43'08"W a distance of 60.00 feet to a found 5/8-inch rebar;
8. S00°16'52"W a distance of 4.48 feet to a found 5/8-inch rebar;
9. 10.21 feet along the arc of a circular curve to the right, said curve having a radius of 6.50 feet, a
delta angle of 90°00'47", a chord bearing of S45°17'16"W and a chord distance of 9.19 feet to a
found 5/8-inch rebar;
10. N89°42'21"W a distance of 216.00 feet to a found 5/8-inch rebar;
11. N40°32'55"W a distance of 14.53 feet to a found 5/8-inch rebar;
12. N89°41'26"W a distance of 77.00 feet to a found 5/8-inch rebar;
ENGINEERS I SURVEYORS I PLANNERS
Thence leaving the northerly boundary line of said Apex Northwest Subdivision No. 1, N00°16'52"E a
distance of 541.83 feet to a set 5/8-inch rebar;
Thence 19.10 feet along the arc of a circular curve to the left, said curve having a radius of 24.18 feet, a
delta angle of 45°15'36", a chord bearing of N67°04'33"W and a chord distance of 18.61 feet to a set
5/8-inch rebar;
Thence N89°42'21"W a distance of 39.34 feet to a set 5/8-inch rebar;
Thence N00°17'39"E a distance of 60.00 feet to a set 5/8-inch rebar;
Thence S89°42'21"E a distance of 38.28 feet to a set 5/8-inch rebar;
Thence 41.97 feet along the arc of a circular curve to the left,said curve having a radius of 26.71 feet, a
delta angle of 90°00'47", a chord bearing of N45°17'15"E and a chord distance of 37.78 feet to a set 5/8-
inch rebar;
Thence N00°16'52"E a distance of 28.78 feet to a set 5/8-inch rebar;
Thence S89°43'08"E a distance of 60.00 feet to a set 5/8-inch rebar;
Thence S00°16'52"W a distance of 31.33 feet to a set 5/8-inch rebar;
Thence 17.79 feet along the arc of a circular curve to the left, said curve having a radius of 20.68 feet, a
delta angle of 49°17'39", a chord bearing of S24°21'57"E and a chord distance of 17.25 feet to a set 5/8-
inch rebar;
Thence S89°42'21"E a distance of 491.84 feet to a set 5/8-inch rebar;
Thence 8.47 feet along the arc of a circular curve to the left, said curve having a radius of 85.00 feet, a
delta angle of 5°42'38", a chord bearing of N87°26'20"E and a chord distance of 8.47 feet to a set 5/8-
inch rebar;
Thence N84°35'01"E a distance of 54.99 feet to a set 5/8-inch rebar;
Thence N63°58'44"E a distance of 5.88 feet to a set 5/8-inch rebar;
Thence S89°42'21"E a distance of 163.50 feet to the POINT OF BEGINNING.
Said description contains a total of 9.893 acres, more or less.
4 �
a 12459 0
SON L. BE►y�'A4
s• 1-7•?.07-1
PAGE 12
60.00
s89043'08"c
491.84 163.50
°n titi �° s89°42'21"e 8 19 >° s89°42'21"e 3
00
19 81 p
n89°42'21"w
123.96
00 3
O N O,
o h C�
°O
O
n89041'26"a' n89°43'08"w °' n89°4339"�
n.00 's n89°42'21"w �` 60.00 - n89°42'21"w � 60.00
216.00 214.50
Title: Apex Northwest Subdivision No. 2 Legal Description [Date: 04-29-2021
Scale: 1 inch= 120 feet File: 210429 Apex Northwest Sub No. 2 21-023
Tract 1: 9.893 Acres: 430929 Sq Feet:Closure=s35.3138e 0.01 Feet: Precision=1/217670: Perimeter=3050 Feet
001=s00.1739w 87.50 012=s00.1652w 4.48 023=n00.1652e 28.78
002=n89.4221w 123.96 Bng= 5.1177116w,DChd-.190047 024=s89.4308e 60.00
BngSR1716w'cnat=z 3a 045 014=n89.4221w 216.00 025=s00.1652w 31.33
o R=20.6,8C De=aV51739
5004=s00.1652w 519.99 015=n40.3255w 14.53 B �427hd1729
005=n89.4339w 60.00 016=n89.4126w 77.00 027=s89.4221 e 491.84
006=s00.1652w 3.98 017=n00.1652e 541.83 B ll`�262o�eOChd=8.474238
007:Rt R=9.0Q Delta�0.0047 018:U, ' ta 86 51536 029=n84.3501 e 54.99
Bng=%.1716w,Chd=12.73 Bn 0433w,Chd
008=n89.422lw 214.50 019=n89.4221w 39.34 030=n63.5844e 5.88
a�iaa 244w,Chd=9.19 020=n00.1739e 60.00 031=s89.4221e 163.50
010=n00.1652e 4.50 021=s89.4221 a 38.28
011=n89.4308w 60.00 02:L4 R=26.71,Delta--W.0047
g�45.1715e,Chd=37.78