HomeMy WebLinkAboutPZ - DA Modification Apex 21-248 km
E N G I N E E R I N G
June 24,2024
Apex Subdivision
Project No.21-248
Exhibit A
Legal Description for
Development Agreement Modification(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 of47.18 feet;
Thence N47*51'19"W a distance of 1,638.44 feet;
Thence S42'08'41"W a distance of 461.91 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 of40.82 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;
5725 North Discovery Way • Boise,Idaho 83713 • 208.639.6939• kmengllp.com
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;
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;
PAGE 12
6. 561'21'11"E a distance of 24.44 feet;
7. S46°09'47"E a distance of 188.67 feet;
8. S55°48'16"E a distance of 45.29 feet to a 1/2-inch rebar;
9. 562'37'05"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. 559'52'47"E a distance of 94.86 feet;
14. 565*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. S00°17'39"W a distance of 87.50 feet;
2. 589'42'21"E a distance of 18.14 feet;
3. 521'07'21"E a distance of 18.06 feet;
4. 500'32'22"E a distance of 317.11 feet;
5. 506°45'44"W a distance of 94.42 feet;
6. 500'32'22"E a distance of 91.20 feet;
7. 524'46'04"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.
Attached hereto is Exhibit B and by this reference is made a part hereof.
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PHONE(208)639-6939 Exhibit B - Apex Farr Subdivision
kmengllp.com
DA Modification
v=i DATE: June 2024
PROJECT: 21-248
SHEET: Situated in a portion of Section 31, T.3N., R.1E., .BM.,
1 OF 4 City of Meridian, Ada County, ID
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LINE 25-FT SOUTHWESTERLY S49'07'00"E
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FARR LATERAL S47'33'25"E 4.86 94.86''47"E
228.36'
S54'34'10"E S6Sj ,
104.95' 460 N89'57'56"E
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DATE: June 2024
a PROJECT: 21-248
m SHEET: Situated in a portion of Section 31, T.3N., R.1E., B.M.,
2 OF 4 City of Meridian, Ada County, ID
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kmengllp.com
DA Modification
u=i DATE: June 2024
PROJECT: 21-248
SHEET: Situated in a portion of Section 31, T.3N., R.1E., .BM.,
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3 OF 4 City of Meridian, Ada County, ID
LINE TABLE LINE TABLE
LINE BEARING DISTANCE LINE BEARING DISTANCE
L1 N39'31'00"W 11.71' L14 S00'38'17"W 30.20'
L2 N89'43'08"W 1.50' L15 S61'21'11"E 24.44'
L3 S70'21'17"W 24.92' L16 N89'42'21"W 63.22'
L4 N89'42'21"W 47.64' L17 S00'17'39"W 87.50'
L5 N89'43'08"W 40.82' L18 S89'42'21"E 18.14'
L6 N44'07'12"W 21.37' L19 S21'07'21"E 18.06,
L7 S00'02'45"E 31.50' L21 S06'45'44"W 94.42'
L8 N00'20'36"E 24.96' L22 S00'32'22"E 91.20'
L9 S2553'19"W 7.65' L23 S24'46'04"W 28.13'
L10 S82'35'12"W 8.19' L24 N89'42'21"W 3.19'
L71 S46'58'07"E 45.40' L25 S00'17739"W 1.50'
L12 S19'52'31"W 12.12'
L13 S70'07'29"E 9.75'
CURVE TABLE
CURVE RADIUS LENGTH DELTA CHORD BRG CHORD
M
C1 9.00, 14.14' 90'00'47" N45'17'16"E 12.73'
0
C2 60.00' 50.41' 48*08'12" S66'12'47"W 48.94'
o C3 311.50' 198.52' 36'30'56" N22'16'05"W 195.18'
w C4 261.50' 226.01' 49'31'13" N65'17'09"W 219.04'
C5 58.00' 48.99' 48'23'56" S22'46'16"E 47.55'
C6 588.00' 161.54' 15'44'26" S62'15'47"E 161.03'
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kmengllp.com DA Modification
z
v=i DATE: June 2024
a PROJECT: 21-248
m SHEET: Situated in a portion of Section 31, T.3N., R.1E., B.M.,
N 4 OF 4 City of Meridian, Ada County, ID
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Title: Date: 06-24-2024
Scale: 1 inch= 600 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=n89.422lw 47.64
011=n47.5633w 251.11
012=n48.5458w 47.18
013=n47.5119w 1638.44
014=s42.084lw 461.91
015:Rt,R=60.00,Delta=48.0812
Bng=s66.1247w,Chd--48.94
016=n89.4308w 40.82
017=n44.0712w 21.37
018:Lt,R=311.50,Delta=36.3056
Bng=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=n00.311le 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:Lt,R=58.00,Delta=48.2356
Bng=s22.4616e,Chd=47.55
03 1=s46.5 807e 45.40
032=s54.2334e 180.18
033:Lt,R=588.00,Delta=15.4426
Bng=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=s63.5551e 137.97
041=s67.1414e 113.95
042=s72.1739e 87.22
043=s78.5358e 439.81
044=s75.5510e 99.84
045=s61.2111e 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=s89.422le 18.14
km
E N G I N E E R I N G
June 24,2024
Apex Subdivision
Project No.21-248
Exhibit A
Legal Description for
Development Agreement Modification(Apex Subdivision)
A parcel of land situated in a portion of the Southeast 1/4 of Section 31 and a portion of the West 1/2 of
the Southwest 1/4 of Section 32,Township 3 North, Range 1 East, B.M., all of West 1/2 of the Northwest
1/4 Section 5 and a portion of the East 1/2 of the Northeast 1/4 of Section 6,Township 2 North, Range 1
East B.M., all situated in the City of Meridian,Ada County, Idaho and being more particularly described
as follows:
Commencing at a 5/8-inch rebar marking the Center 1/4 Section 31,Township 3 North, Range 1 East, B.M.,
which bears S89°57'56"W a distance of 2,601.37 feet from a brass cap marking the East 1/4 corner of said
Section 31, thence following the westerly line of the Southeast 1/4 of said Section 31, S00°17'55"W a
distance of 222.45 feet to the POINT OF BEGINNING.
Thence leaving said westerly line, S40°31'33"E a distance of 28.07 feet;
Thence 198.52 feet along the arc of a circular curve to the right, said curve having a radius of 311.50 feet,
a delta angle of 36°30'56", a chord bearing of S22'16'05"E and a chord distance of 195.18 feet;
Thence S44°07'12"E a distance of 21.37 feet;
Thence S89°43'08"E a distance of 40.82 feet;
Thence 50.41 feet along the arc of a circular curve to the left, said curve having a radius of 60.00 feet, a
delta angle of 48*08'12", a chord bearing of N66°12'47"E and a chord distance of 48.94 feet;
Thence N42°08'41"E a distance of 461.91 feet;
Thence S47°51'19"E a distance of 1,638.44 feet;
Thence S48°54'58"E a distance of 47.18 feet;
Thence S47°56'33"E a distance of 251.11 feet to a point on the subdivision boundary of Apex Northwest
Subdivision No. 2 (Book 124, Pages 19844-19847, records of Ada County, Idaho);
Thence following said subdivision boundary of Apex Northwest Subdivision No. 2 the following seven (7)
courses:
1. S89*42'21"E a distance of 47.64 feet to a 5/8-inch rebar;
2. N70°21'17"E a distance of 24.92 feet to a 5/8-inch rebar;
3. S89°42'21"E a distance of 130.00 feet to a 5/8-inch rebar;
4. S00°17'39"W a distance of 87.50 feet to a 5/8-inch rebar;
5. N89°42'21"W a distance of 146.58 feet to a 5/8-inch rebar;
6. 14.14 feet along the arc of a circular curve to the left, 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
5/8-inch rebar;
7. S00°16'52"W a distance of 528.00 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);
Thence leaving said subdivision boundary of Apex Northwest Subdivision No. 2 and following said
subdivision boundary of Apex Northwest Subdivision No. 1 the following three (3) courses:
1. S89°43'08"E a distance of 1.50 feet to a 5/8-inch rebar;
2. S39°31'00"E a distance of 11.71 feet to a 5/8-inch rebar;
5725 North Discovery Way • Boise, Idaho 83713 • 208.639.6939• kmengllp.com
3. S89°42'21"E a distance of 563.32 feet to a 5/8-inch rebar on the westerly right-of-way line of S.
Locust Grove Road;
Thence leaving said subdivision boundary of Apex Northwest Subdivision No. 1 and following said westerly
right-of-way line the following nine (9) courses:
1. N00°17'39"E a distance of 1.50 feet;
2. S89°42'21"E a distance of 3.19 feet;
3. N24°46'04"E a distance of 28.13 feet;
4. N00°32'22"W a distance of 91.20 feet;
5. N06°45'44"E a distance of 94.42 feet;
6. N00°32'22"W a distance of 317.11 feet;
7. N21°07'21"W a distance of 18.06 feet;
8. N89°42'21"W a distance of 18.14 feet;
9. N00°17'39"E a distance of 87.50 feet;
Thence leaving said westerly right-of-way line,S89°42'21"E a distance of 63.22 feet to the easterly line of
said Southeast 1/4 of Section 31 (westerly line of the Southwest 1/4 of said Section 32);
Thence following said easterly line (westerly line of said Southwest 1/4 of Section 32), N00°32'22"W a
distance of 1,146.67 feet to a 5/8-inch rebar on the centerline of Farr Lateral;
Thence leaving said easterly line (said westerly line) and following the centerline of said Farr Lateral the
following seven (7) courses:
1. S38°43'32"E a distance of 61.71 feet;
2. S51°12'32"E a distance of 444.04 feet;
3. S60°36'10"E a distance of 272.66 feet;
4. S86°04'31"E a distance of 206.22 feet;
5. S73°45'13"E a distance of 301.51 feet;
6. S43°15'53"E a distance of 313.74 feet;
7. S29°01'13"E a distance of 37.13 feet to a point on the easterly line of the Northwest 1/4 of the
Southwest 1/4 said Section 32;
Thence leaving said centerline and following said easterly line of the Northwest 1/4 of the Southwest 1/4
of said Section 32, S00°08'25"E a distance of 206.12 feet to a 1/2-inch rebar on the easterly boundary of
said Farr Lateral;
Thence leaving said easterly line and following the easterly boundary of said Farr Lateral the following
twelve(12)courses:
1. 22.57 feet along the arc of a circular curve to the right,said curve having a radius of 144.67 feet,a
delta angle of 08°56'24", a chord bearing of S56°50'40"W and a chord distance of 22.55 feet to a
1/2-inch rebar;
2. S61°18'54"W a distance of 91.61 feet to a 1/2-inch rebar;
3. 122.47 feet along the arc of a circular curve to the right,said curve having a radius of 220.00 feet,
a delta angle of 31°53'39",a chord bearing of S77°15'42"W and a chord distance of 120.89 feet to
a 1/2-inch rebar;
4. N86°47'31"W a distance of 362.95 feet to a 1/2-inch rebar;
5. S83°47'06"W a distance of 26.72 feet to a 1/2-inch rebar;
6. S69°57'44"W a distance of 128.97 feet to a 1/2-inch rebar;
7. 90.89 feet along the arc of a circular curve to the left, said curve having a radius of 110.00 feet, a
delta angle of 47°20'30",a chord bearing of S46°18'02"W and a chord distance of 88.33 feet;
PAGE 12
8. 64.48 feet along the arc of a circular curve to the left, said curve having a radius of 110.00 feet, a
delta angle of 33°35'03", a chord bearing of S05°50'15"W and chord distance of 63.56 feet to a
1/2-inch rebar;
9. S10°57'45"E a distance of 410.17 feet to a 1/2-inch rebar;
10. 114.95 feet along the arc of a circular curve to the left,said curve having a radius of 140.00 feet,a
delta angle of 47°02'41", a chord bearing of S34°29'08"E and a chord distance of 111.75 feet to a
1/2-inch rebar;
11. S58°00'31"E a distance of 219.85 feet to a 1/2-inch rebar;
12. S69°55'45"E a distance of 503.32 feet to a 1/2-inch rebar on the easterly line of the Southwest 1/4
of the Southwest 1/4 of said Section 32;
Thence leaving said easterly boundary and following said easterly line of the Southwest 1/4 of the
Southwest 1/4 of Section 32,S00°10'02"E a distance of 431.17 feet to an aluminum cap marking the West
1/16th corner of said Section 32 (Northeast corner of Government Lot 4 of Section 5,Township 2 North
Range 1 East, B.M.);
Thence leaving said easterly line of the Southwest 1/4 of the Southwest 1/4 of Section 32 and following the
easterly line of the West 1/2 of the Northwest 1/4 of said Section 5, S00°01'43"E a distance of 2,672.88
feet to the Center-West 1/16 corner of said Section 5;
Thence leaving said easterly line and following the southerly line of the West 1/2 of the Northwest 1/4 of
said Section 5, N89°52'38"W a distance of 1,329.65 feet to a brass cap marking the West 1/4 corner of said
Section 5 (East 1/4 corner Section 6);
Thence leaving said southerly line of the West 1/2 of the Northwest 1/4 of Section 5 and following the
southerly line of the East 1/2 of the Northeast 1/4 of said Section 6, N89°22'50"W a distance of 1,304.25
feet;
Thence leaving said southerly line, N00°43'55"W a distance of 111.26 feet;
Thence N00°20'23"W a distance of 549.25 feet;
Thence N87°34'26"W a distance of 13.49 feet to the westerly line of the East 1/2 of the Northeast 1/4 of
said Section 6;
Thence following said westerly line of the East 1/2 of the Northeast 1/4 of Section 6, N00°02'06"W a
distance of 66.73 feet to a point on the westerly right-of-way line of the Rawson Canal;
Thence leaving said westerly line and following the westerly right-of-way line of said Rawson Canal the
following nine(9)courses:
1. N78°25'55"E a distance of 161.21 feet;
2. N54°55'20"E a distance of 74.17 feet;
3. N31°51'12"E a distance of 92.01 feet;
4. N10°25'10"E a distance of 381.33 feet;
5. N05°26'52"W a distance of 106.26 feet;
6. N18°56'20"W a distance of 287.65 feet;
7. N32°08'38"W a distance of 91.83 feet;
8. N61°3257"W a distance of 104.61 feet;
9. N74059'05"W a distance of 44.02 feet;
Thence leaving said westerly right-of-way line, N00°02'06"W a distance of 890.79 feet to a point on the
northerly line of the Northeast 1/4 of said Section 6;
Thence following said northerly line, N89042'21"W a distance of 1,370.00 feet to a 5/8-inch rebar marking
the North 1/4 corner of said Section 6 (South 1/4 corner of Section 31, Township 3 North Range 1 East,
B.M.);
PAGE13
Thence leaving said northerly line and following the westerly line of the Southwest 1/4 of the Southeast
1/4 of said Section 31, N00`15'50"E a distance of 1,341.86 feet to a 5/8-inch rebar marking the Center-
South 1/16 corner of said Section 31;
Thence leaving said westerly line of the Southwest 1/4 of the Southeast 1/4 of Section 6 and following the
westerly line of the Northwest 1/4 of the Southwest 1/4 of said Section 6, N00°17'55"E a distance of
1,120.56 feet to the POINT OF BEGINNING.
Said description contains a total of 309.461 acres, more or less.
Attached hereto is Exhibit B and by this reference is made a part hereof.
AL
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PAGE 4
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POINT OF COMMENCEMENT
,FOUND 5/8" REBAR FOUND BRASS CAP
CENTER 1/4 CORNER E 1/4 CORNER SECTION 31
SECTION 31
W 1/4 CORNER SECTION 32
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FOUND 5/8" REBAR
S 1/4 CORNER SECTION 31
N 1/4 CORNER SECTION 6
31 32 E. Lake Hazel Rd.
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E. Lake Hazel Rd. 6 5—T.2N., R.1E.
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> kmengllp.com
s DA Modification
v=i DATE: June 2024
Q PROJECT: 21-248
SHEET: Situated in a portion of SE 1/4 Sec. 31 & a portion of W 1/2 SW 1/4 Sec. 32,T3N, R1E, BM
N 1 OF 4 All of W 1/2 NW 1/4 Sec. 5 &a portion of E 1/2 NE 1/4 Sec. 6,T2N, R1E, BM, Meridian,Ada County, ID
a
' POINT OF COMMENCEMENT
FOUND 5/8" REBAR
CENTER 1/4 CORNER
SECTION 31 BASIS OF BEARING
S89'57'56"W 2601.37'
SOO'17'55"W
222.45' FOUND BRASS CAP
POINT OF oF. E 1/4 CORNER
BEGINNING, SECTION 31
L1 p`b � N0o'32'22"W
a� 226.26' (TIE)
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cq Subdivision No. 2 0 ,N N06.45'44"E
a r7 I En 94.42'
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3 N 1/4 CORNER SECTION 6 SOUTHEAST CORNER
SECTION 31
0
X N89'42 21 W 1370.00 _ _ _ T.3N., R.1 E. 31 32
2: E. Lake Hazel Rd. T.2N., R.1E. 6 5
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PHONE(208)639-6939 Exhibit B - Apex Subdivision
kmengllp.com DA Modification
D
v=i DATE: June 2024
PROJECT: 21-248
SHEET: Situated in a portion of SE 1/4 Sec. 31 &a portion of W 1/2 SW 1/4 Sec. 32,T3N, R1E, BM
a
2 OF 4 All of W 1/2 NW 1/4 Sec. 5 &a portion of E 1/2 NE 1/4 Sec. 6,T2N, R1E, BM, Meridian,Ada County, ID
FOUND BRASS CAP
W 1/4 CORNER
SECTION 32 LINE TABLE
LINE BEARING DISTANCE
S38'43'32"E L2 S44'07'12"E 21.37'
61.71' L3 N70'21'17"E 24.92'
L4 S00'17'39"W 87.50'
S`S>; CENTERLINE OF FARR LATERAL L5 N89'42'21"W 146.58'
RRA 232
0 E` L6 S89'43'08"E 1.50'
Shp, S86'04'31"E L7 S39'31'00"E 11.71'
2j 36 70 �206.22'
L8 N00'17'39"E 1.50'
?66• S7,3 45'13 E L9 S89'42'21"E 3.19'
301'g1,
O N L10 N24'46'04"E 28.13'
N Mo �� S�� L11 N00'32'22"W 91.20'
u Z S29'01'13"E a- L12 N21'07'21"W 18.06'
JO 37.13' L13 N89'42'21"W 18.14'
U i S00'08'25"E
206.12' C4 L14 NOD*17'39"E 87.50'
S69'57'44"W L17 L16 L15 S89'42'21"E 63.22'
128.97' 362.95' C5
5 - - - N86'47'31"W L16 S61'18'54"W 91.61'
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J L12 C7 C6 L17 S83'47'06"W 26.72'
L18 N87'34'26"W 13.49'
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Lavender Heights L19 NOo'02'06"W 66.73'
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Subdivision No. 3 I L20 N78'25'55"E 161.21'
m CURVE TABLE
�'� S58'00'31"E CURVE RADIUS LENGTH DELTA CHORD BRG CHORD
219.85'
o L10 C1 311.50' 198.52' 36'30'56" S22'16'05"E 195.18'
0
F Sgg. C2 60.00' 50.41' 48*08'12" N66'12'47"E 48.94'
S SS 4s f C3 9.00' 14.14' 90'00'47" S45'17'16"W 12.73'
EASTERLY BOUNDARY 03 32
OF FARR LATERAL C4 144.67' 22.57' 8'56'24" S56'50'40"W 22.55'
N C5 220.00' 122.47' 31'53'39" S77'15'42"W 120.89'
a FOUND ALUMINUM CAP FOUND ALUMINUM CAP o C6 110.00' 90.89' 47'20'30" S46'18'02"W 88.33'
o SOUTHWEST CORNER
W 1/16 CORNER o C7 110.00' 64.48' 33'35'03" S05-50'15"W 63.56'
a ECTION 32 SECTION 32 N
a 31 32 CS 140.00' 114.95' 47.02'41" S34-29'08"E 11 1.75'
3 T.3N., R. E.
0 6 5 T.2N., R.1E. E. Lake Hazel Rd.
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} PHONE(208)639-6939 Exhibit B - Apex Subdivision
kmengllp.com
DA Modification
u=i DATE: June 2024
a PROJECT: 21-248
SHEET: Situated in a portion of SE 1/4 Sec. 31&a portion of W 1/2 SW 1/4 Sec.32,T3N,R1E, BM
N 3 OF 4 All of W 1/2 NW 1/4 Sec.5&a portion of E 1/2 NE 1/4 Sec. 6,T2N, R1E, BM, Meridian,Ada County, ID
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— E. Lake Hazel Rd. — — 31 32 T.3N.,_R.1E. — — — —
6 5 T.2N., R.1 E.
FOUND ALUMINUM CAP FOUND ALUMINUM CAP
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CD NORTHWEST CORNER NE CORNER GOVERNMENT
n SECTION 5
o LOT 4, SECTION 5
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Z Subdivision No. 1
N74759'05"W
44.02'
N61'32'57"W 73
104.61' cc
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a o z m N00'43'55"W SECTION 5
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X N89'22'50"W 1304.25' N89'52'38"W 1329.65'
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} PHONE(208)639-6939 Exhibit B - Apex Subdivision
kmengllp.com DA Modification
D
DATE: June 2024
a PROTECT: 21-245
SHEET: Situated in a portion of SE 1/4 Sec. 31 &a portion of W 1/2 SW 1/4 Sec. 32,UN,R1E, BM
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Title: DA Modification-Apex Subdivision Date: 06-20-2024
Scale: 1 inch= 800 feet File:
Data and Deed Call Listing of File:
Tract 1: 309.461 Acres: 13480106 Sq Feet:Closure=n70.1142e 0.03 Feet: Precision=1/896314: Perimeter=22709 Feet
001=s40.3133e 28.07 059=n78.2555e 161.21
31e50,Delta=36.3056
BR2t R051Chd=195.18 060=n54.5520e 74.17
003=s44.0712e 21.37 061=n31.5112e 92.01
004=s89.4308e 40.82 062=n10.2510e 381.33
5gLR6n4840820C4 .9 063=n05.2652w 106.26B = e0 = 8
006=n42.084le 461.91 064=nl8.5620w 287.65
007=s47.5119e 1638.44 065=n32.0838w 91.83
008=s48.5458e 47.18 066=n61.3257w 104.61
009=s47.5633e 251.11 067=n74.5905w 44.02
010=s89.4221e 47.64 068=n00.0206w 890.79
011=n70.2117e 24.92 069=n89.4221w 1370.00
012=s89.422le 130.00 070=n00.1550e 1341.86
013=s00.1739w 87.50 071=n00.1755e 1120.56
014=n89.4221w 146.58
015:Lt,R--9.00,Delta--90.0047
Bng=s45.1716w,Chd=12.73
016=s00.1652w 528.00
017=s89.4308e 1.50
018=s39.3100e 11.71
019=s89.422le 563.32
020=n00.1739e 1.50
021=s89.422le 3.19
022=n24.4604e 28.13
023=n00.3222w 91.20
024=n06.4544e 94.42
025=n00.3222w 317.11
026=n21.0721w 18.06
027=n89.4221w 18.14
028=n00.1739e 87.50
029=s89.4221 e 63.22
030=n00.3222w 1146.67
031=s38.4332e 61.71
032=s51.1232e 444.04
033=s60.3610e 272.66
034=s86.043 1 e 206.22
035=s73.4513e 301.51
036=s43.1553e 313.74
037=s29.0113e 37.13
038=s00.0825e 206.12
039:Rt,R=144.67,Delta=08.5624
Bng=s56.5040w,Chd=22.55
040=s61.1854w 91.61
041:Rt,R=220.00,Delta=31.5339
Bng=s77.1542w,Chd=120.89
042=n86.4731w 362.95
043=s83.4706w 26.72
044=s69.5744w 128.97
045:Lt,R=110.00,Delta=47.2030
Bn-s46.1802w,Chd-88.33
04 Lt,R=110.00.Delta
=33.3503
Bng=s05.5015w,Ch"3.56
047=s10.5745e 410.17
048:Lt,R=140.00,Delta=47.0241
Bng s34.2908e,Chd=111.75
049=s58.0031e 219.85
050=s69.5545e 503.32
051=s00.1002e 431.17
052=s00.0143e 2672.88
053=n89.5238w 1329.65
054=n89.2250w 1304.25
055=n00.4355w 111.26
056=n00.2023w 549.25
057=n87.3426w 13.49
058=n00.0206w 66.73