HomeMy WebLinkAboutPZ - PP Legal Description km
E N G I N E E R I N G
April 29,2024
Project No.21-248
Legal Description for
Apex Farr Subdivision
A parcel of land situated in a portion of Section 31,Township 3 North, Range 1 East, B.M., City of
Meridian, Ada County, Idaho, and being more particularly described as follows:
Commencing at an aluminum cap marking the southeast corner of said Section 31, which bears
S00*32'22"E a distance of 2,700.07 feet from a brass cap marking the east 1/4 corner of said Section 31,
thence following the easterly line of the Southeast 1/4 of Section 31, N00°32'22"W a distance of 693.57
feet;
Thence leaving said easterly line, N89°42'21"W a distance of 67.25 feet to a 5/8-inch rebar on the
subdivision boundary of Apex Northwest Subdivision No. 1 (Book 124, Pages 19693-19698, records of
Ada County, Idaho) and being the POINT OF BEGINNING.
Thence following the subdivision boundary of said Apex Northwest Subdivision No.1 the following three
(3)courses:
1. N89°42'21"W a distance of 563.32 feet to a 5/8-inch rebar;
2. N39°31'00"W a distance of 11.71 feet to a 5/8-inch rebar;
3. N89°43'08"W a distance of 1.50 feet to a 5/8-inch rebar on the subdivision boundary of Apex
Northwest Subdivision No. 2 (Book 124, Pages 19844- 19847, records of Ada County, Idaho);
Thence leaving said subdivision boundary of Apex Northwest Subdivision No. 1 and following said
subdivision boundary of Apex Northwest Subdivision No. 2 the following seven (7) courses:
1. N00°16'52"E a distance of 528.00 feet to a 5/8-inch rebar;
2. 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 N45°17'16"E and a chord distance of 12.73 feet to a
5/8-inch rebar;
3. S89*42'21"E a distance of 146.58 feet to a 5/8-inch rebar;
4. N00°17'39"E a distance of 87.50 feet to a 5/8-inch rebar;
5. N89°42'21"W a distance of 130.00 feet to a 5/8-inch rebar;
6. S70°21'17"W a distance of 24.92 feet to a 5/8-inch rebar;
7. N89°42'21"W a distance of 47.64 feet;
Thence leaving said subdivision boundary of Apex Northwest Subdivision No. 2, N47°56'33"W a distance
of 251.11 feet;
Thence N48°54'58"W a distance of 47.18 feet;
Thence N47°51'19"W a distance of 1,638.44 feet;
Thence S42°08'41"W a distance of461.91 feet;
Thence 50.41 feet along the arc of a circular curve to the right, said curve having a radius of 60.00 feet, a
delta angle of 48°08'12", a chord bearing of S66°12'47"W and a chord distance of 48.94 feet;
Thence N89°43'08"W a distance of 40.82 feet;
Thence N44°07'12"W a distance of 21.37 feet;
Thence 198.52 feet along the arc of a circular curve to the left, said curve having a radius of 311.50 feet,
a delta angle of 36°30'56",a chord bearing of N22°16'05"W and a chord distance of 195.18 feet;
Thence N40°31'33"W a distance of 241.33 feet;
Thence 226.01 feet along the arc of a circular curve to the left, said curve having a radius of 261.50 feet,
a delta angle of 49°31'13",a chord bearing of N65°17'09"W and a chord distance of 219.04 feet;
5725 North Discovery Way • Boise, Idaho 83713 • 208.639.6939• kmengllp.com
Thence S89°57'15"W a distance of 450.61 feet;
Thence S00°02'45"E a distance of 31.50 feet to the southerly line of the Southeast 1/4 of the Northwest
1/4 of Section 13;
Thence following said southerly line, S89°57'15"W a distance of 529.87 feet to a 5/8-inch rebar marking
Center-West 1/16 corner of said Section 31 (also being the southeast corner of Prevail Subdivision No. 1,
Book 120, Pages 18715-18719, records of Ada County, Idaho);
Thence leaving said southerly line and following the westerly line of said Southeast 1/4 of the Northwest
1/4, N00°31'11"E a distance of 1,326.96 feet to a 5/8-inch rebar marking the Northwest 1/16 corner of
said Section 31 (also being the northeast corner of Prevail Subdivision No. 2, Book 121, Pages 19054-
19057, records of Ada County, Idaho and being the southeast corner of Prevail Subdivision No. 3, Book
126, Pages 20182-20184, records of Ada County, Idaho);
Thence leaving said westerly line of the Southeast 1/4 of the Northwest 1/4 and following the westerly
line of the Northeast 1/4 of the Northwest 1/4 of said Section 31, N00°20'36"E a distance of 206.98 feet
to the northeast corner of said Prevail Subdivision No. 3;
Thence following said westerly line, N00°20'36"E a distance of 24.96 feet;
Thence leaving said westerly line, N81°55'55"E a distance of 531.16 feet to a 5/8-inch rebar;
Thence S25'53'19"W a distance of 7.65 feet to a 5/8-inch rebar;
Thence S82°35'12"W a distance of 8.19 feet to a 5/8-inch rebar on the northeasterly bank of the Farr
Lateral;
Thence following said northeasterly bank the following five (5) courses:
1. 48.99 feet along the arc of a curve to the left, said curve having a radius of 58.00 feet, a delta
angle of 48°23'56", a chord bearing of S22°46'16"E and a chord distance of 47.55 feet to a 5/8-
inch rebar;
2. S46°58'07"E a distance of 45.40 feet to a 5/8-inch rebar;
3. S54°23'34"E a distance of 180.18 feet to a 5/8-inch rebar;
4. 161.54 feet along the arc of a curve to the left, said curve having a radius of 588.00 feet,a delta
angle of 15°44'26", a chord bearing of S62*15'47"E and a chord distance of 161.03 feet to a 5/8-
inch rebar;
5. Thence S70°14'40"E a distance of 112.44 feet to a 5/8-inch rebar on the northerly line of said
Southeast 1/4 of the Northwest 1/4 of Section 31;
Thence leaving said northeasterly bank and said northerly line,S19°57'31"W a distance of 12.12 feet to
the centerline of said Farr Lateral;
Thence following said centerline the following three (3) courses:
1. S70°07'29"E a distance of 9.75 feet;
2. S62°02'58"E a distance of 207.13 feet;
3. S65°37'43"E a distance of 186.17 feet to the easterly line of said Southeast 1/4 of the Northwest
1/4;
Thence leaving said centerline and following said easterly line, S00°38'17"W a distance of 30.20 feet to a
point on a line being parallel to and 25-ft southwesterly of the centerline of said Farr Lateral;
Thence following said line the following fourteen (14)courses:
1. S63°55'51"E a distance of 137.97 feet;
2. S67°14'14"E a distance of 113.95 feet to a 1/2-inch rebar;
3. S72°17'39"E a distance of 87.22 feet to a 1/2-inch rebar;
4. S78°53'58"E a distance of 439.81 feet to a 1/2-inch rebar;
5. S75°55'10"E a distance of 99.84 feet;
6. S61°21'11"E a distance of 24.44 feet;
7. S46°09'47"E a distance of 188.67 feet;
PAGE 12
8. S55°48'16"E a distance of 45.29 feet to a 1/2-inch rebar;
9. S62°37'05"E a distance of 331.41 feet to a 1/2-inch rebar;
10. S49°07'00"E a distance of 149.42 feet to a 1/2-inch rebar;
11. S47°33'25"E a distance of 228.36 feet;
12. S54°34'10"E a distance of 104.95 feet;
13. S59°52'47"E a distance of 94.86 feet;
14. S65°32'37"E a distance of 460.70 feet to a point on the northerly line of the Southeast 1/4 of
said Section 31;
Thence leaving said line and following said northerly line, N89°57'56"E a distance of 390.76 feet to a
brass cap marking the east 1/4 corner of said Section 31;
Thence leaving said northerly line and following the easterly line of said Southeast 1/4, S00°32'22"E a
distance of 1,372.93 feet;
Thence leaving said easterly line, N89'42'21"W a distance of 63.22 feet to a point on the westerly right-
of-way line of S. Locust Grove Rd.;
Thence following said westerly right-of-way line the following nine (9)courses:
1. 500'17'39"W a distance of 87.50 feet;
2. 589'42'21"E a distance of 18.14 feet;
3. S21°07'21"E a distance of 18.06 feet;
4. S00°32'22"E a distance of 317.11 feet;
5. S06°45'44"W a distance of 94.42 feet;
6. S00°32'22"E a distance of 91.20 feet;
7. S24°46'04"W a distance of 28.13 feet;
8. N89°42'21"W a distance of 3.19 feet;
1. S00°17'39"W a distance of 1.50 feet to the POINT OF BEGINNING.
Said description contains a total of 131.89 acres, more or less.
12459 0
OF
PAGE 13
531.16
n81°55'55"e
'2
J3
34
6
3�
38
41 42 439.81
S78o53'58„e
44 q
U 9C
t+ryl c r623 qJ
q9
Sp
SJ
S2
460
s89°57'15"w s89°57'15'W oZ s6so323, 390.76
529.87 450.61 a
n89'5T56"e
' �Rti gti
S O
N �
N W
(D
�qJe
J'
psi�33,
S 56
6
y
O N =
O � -
�/1 O
O
C
n89o4221"w
563.32
Title: Apex Farr Subdivision Date: 04-29-2024
Scale: 1 inch= 500 feet File:
Data and Deed Call Listing of File:
Tract 1: 131.886 Acres: 5744951 Sq Feet:Closure=s05.4721 e 0.02 Feet: Precision=1/579784:'Perimeter= 13837 Feet
001=n89.4221w 563.32 059=s21.072le 18.06
002=n39.3100w 11.71 060=s00.3222e 317.11
003=n89.4308w 1.50 061=s06.4544w 94.42
004=n00.1652e 528.00 062=s00.3222e 91.20
005:Rt,R=9.00,Delta=90.0047 063=s24.4604w 28.13
Bng=n45.1716e,Chd=12.73
006=s89.4221e 146.58 064=n89.4221w 3.19
007=n00.1739e 87.50 065=s00.1739w 1.50
008=n89.4221w 130.00
009=s70.2117w 24.92
010=n89.4221w 47.64
011=n47.5633w 251.11
012=n48.5458w 47.18
013=n47.5119w 1638.44
014=s42.0841w 461.91
015:Rt,R=60.00,Delta=48.0812
BnT--s66.1247w,Chd=48.94
016=n89.4308w 40.82
017=n44.0712w 21.37
018:Lt,R=311.50,Delta=36.3056
Bnb=n22.1605w,Chd=195.18
019=n40.3133w 241.33
020:Lt,R=261.50,Delta=49.3113
Bng=n65.1709w,Chd=219.04
021=s89.5715w 450.61
022=s00.0245e 31.50
023=s89.5715w 529.87
024=n00.3111 e 1326.96
025=n00.2036e 206.98
026=n00.2036e 24.96
027=n81.5555e 531.16
028=s25.5319w 7.65
029=s82.3512w 8.19
030� R58eC DeZ482356
BnLt2.=6160hd .55 031=s46.5807e 45.40
032=s54.2334e 180.18
033:Lt,R=588.00,Del
ta=15.4426
Bn�s62.1547e,Chd=161.03
034=s70.1440e 112.44
035=sl9.5731w 12.12
036=s70.0729e 9.75
037=s62.0258e 207.13
038=s65.3743e 186.17
039=s00.3817w 30.20
040=s63.555le 137.97
041=s67.1414e 113.95
042=s72.1739e 87.22
043=s78.5358e 439.81
044=s75.5510e 99.84
045=s61.2111 e 24.44
046=s46.0947e 188.67
047=s55.4816e 45.29
048=s62.3705e 331.41
049=s49.0700e 149.42
050=s47.3325e 228.36
051=s54.3410e 104.95
052=s59.5247e 94.86
053=s65.3237e 460.70
054=n89.5756e 390.76
055=s00.3222e 1372.93
056=n89.4221w 63.22
057=s00.1739w 87.50
058=s89.4221e 18.14