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E N G I N E E R I N G
October 30,2024
Project No.:24-108
Apex Cadence Subdivision
Private Streets Easement
Legal Description
Exhibit A
Parcels of land for a private streets easement being a portion of the East 1/2 of the Northeast 1/4 of
Section 6,Township 2 North, Range 1 East, B.M., City of Meridian, Ada County, Idaho being more
particularly described as follows:
Commencing at an aluminum cap marking the East 1/4 corner of said Section 6,which bears
500°04'35"E a distance of 2,671.16 feet from an aluminum cap marking the Northeast corner of said
Section 6,thence following the easterly line of the Northeast 1/4 of said Section 6, N00°04'35"W a
distance of 1,152.38 feet;
Thence leaving said easterly line, S89°55'25"W a distance of 48.83 feet to POINT OF BEGINNING 1.
Thence S00°04'35"E a distance of 81.00 feet;
Thence S89°55'25"W a distance of 103.47 feet;
Thence 6.38 feet along the arc of a curve to the left, said curve having a radius of 16.00 feet, a delta
angle of 22°51'51", a chord bearing of S78°29'29"W, and a chord distance of 6.34 feet;
Thence 43.10 feet along the arc of a reverse curve to the right, said curve having a radius of 54.00 feet, a
delta angle of 45°43'42", a chord bearing of S89'55'25"W, and a chord distance of 41.96 feet;
Thence 6.38 feet along the arc of a reverse curve to the left, said curve having a radius of 16.00 feet, a
delta angle of 22°51'51", a chord bearing of N78°38'40"W, and a chord distance of 6.34 feet;
Thence S89'55'25"W a distance of 51.45 feet;
Thence S44'55'25"W a distance of 18.88 feet;
Thence S00°04'35"E a distance of 110.15 feet;
Thence 10.21 feet along the arc of a curve to the left, said curve having a radius of 6.50 feet, a delta
angle of 90°00'00", a chord bearing of S45'04'35"E, and a chord distance of 9.19 feet;
Thence 127.06 feet along the arc of a curve to the right, said curve having a radius of 78.20 feet,a delta
angle of 93°05'22", a chord bearing of S46'40'57"E, and a chord distance of 113.54 feet to a point
hereinafter referred to as "Point A";
Thence S89°55'25"W a distance of 56.00 feet;
Thence 34.56 feet along the arc of a curve to the left, said curve having a radius of 22.00 feet, a delta
angle of 90*00'00", a chord bearing of N45°04'35"W, and a chord distance of 31.11 feet;
Thence S89°55'25"W a distance of 179.50 feet;
Thence 10.21 feet along the arc of a curve to the left, said curve having a radius of 6.50 feet, a delta
angle of 90°00'00", a chord bearing of S44°55'25"W, and a chord distance of 9.19 feet;
Thence S89°55'25"W a distance of 56.00 feet;
Thence 10.21 feet along the arc of curve to the left,said curve having a radius of 6.50 feet, a delta angle
of 90°00'00", a chord bearing of N45'04'35"W, and a chord distance of 9.19 feet;
Thence S89°55'25"W a distance of 245.66 feet;
Thence N12°46'56"E a distance of 57.44 feet;
Thence N89°55'25"E a distance of 407.88 feet;
Thence 10.21 feet along the arc of a curve to the left, said curve having a radius of 6.50 feet, a delta
angle of 90'00'00", a chord bearing of N44°55'25"E, and a chord distance of 9.19 feet;
5725 North Discovery Way • Boise, Idaho 83713 • 208.639.6939 • kmengllp.com
Thence N00°04'35"W a distance of 328.00 feet;
Thence 10.21 feet along the arc of a curve to the left, said curve having a radius of 6.51 feet, a delta
angle of 90°00'00", a chord bearing of N45'04'35"W, and a chord distance of 9.19 feet;
Thence S89°55'25"W a distance of 349.45 feet;
Thence N00°01'03"W a distance of 56.00 feet;
Thence N89°55'25"E a distance of 174.39 feet;
Thence 10.21 feet along the arc of a curve to the left, said curve having a radius of 6.50 feet, a delta
angle of 90°00'00", a chord bearing of N44°55'25"E, and a chord distance of 9.19 feet to a point
hereinafter referred to as "Point U;
Thence N89°55'25"E a distance of 56.00 feet;
Thence 10.21 feet along the arc of a curve to the left, said curve having a radius of 6.50 feet, a delta
angle of 90*00'00", a chord bearing of S45°04'35"E, and a chord distance of 9.19 feet;
Thence N89'55'25"E a distance of 179.50 feet;
Thence 34.56 feet along the arc of a curve to the left, said curve having a radius of 22.00 feet, a delta
angle of 90'00'00", a chord bearing of N44'55'25"E, and a chord distance of 31.11 feet;
Thence N00°04'35"W a distance of 372.18 feet;
Thence 34.56 feet along the arc of a curve to the left, said curve having a radius of 22.00 feet, a delta
angle of 90°00'00", a chord bearing of N45°04'35"W, and a chord distance of 31.11 feet;
Thence S89°55'25"W a distance of 179.50 feet;
Thence 10.21 feet along the arc of a curve to the left, said curve having a radius of 6.50 feet, a delta
angle of 90°00'00", a chord bearing of S44°55'25"W, and a chord distance of 9.19 feet;
Thence S89°55'25"W a distance of 56.00 feet;
Thence 10.21 feet along the arc of a curve to the left, said curve having a radius of 6.50 feet, a delta
angle of 90°00'00", a chord bearing of N45°04'35"W, and a chord distance of 9.19 feet;
Thence S89'55'25"W a distance of 276.12 feet;
Thence N00°04'35"W a distance of 56.00 feet;
Thence N89°55'25"E a distance of 66.12 feet;
Thence N44°55'25"E a distance of 14.14 feet;
Thence N00°04'35"W a distance of 36.14 feet;
Thence 6.38 feet along the arc of a curve to the left, said curve having a radius of 16.00 feet, a delta
angle of 22°51'51", a chord bearing of N11'30'31"W, and a chord distance of 6.34 feet;
Thence 43.10 feet along the arc of a reverse curve to the right, said curve having a radius of 54.00 feet, a
delta angle of 45°43'42", a chord bearing of N00*04'35"W, and a chord distance of 41.96 feet;
Thence 6.38 feet along the arc of a reverse curve to the left, said curve having a radius of 16.00 feet, a
delta angle of 22°51'51", a chord bearing of N11°21'20"E, and a chord distance of 6.34 feet;
Thence N00°04'35"W a distance of 18.63 feet;
Thence S89°42'20"E a distance of 81.00 feet;
Thence S00°04'35"E a distance of 18.11 feet;
Thence 6.38 feet along the arc of a curve to the left,said curve having a radius of 16.00 feet, a delta
angle of 22°51'51", a chord bearing of S11°30'31"E, and a chord distance of 6.34 feet;
Thence 43.10 feet along the arc of a reverse curve to the right, said curve having a radius of 54.00 feet, a
delta angle of45°4342", a chord bearing of S00°04'35"E, and a chord distance of41.96 feet;
Thence 6.38 feet along the arc of a reverse curve to the left, said curve having a radius of 16.00 feet, a
delta angle of 22°51'51", a chord bearing of S11'21'20"W, and a chord distance of 6.34 feet;
Thence S00'04'35"E a distance of 36.14 feet;
Thence S45°04'35"E a distance of 14.14 feet;
Thence N89°55'25"E a distance of 357.50 feet;
PAGE 12
Thence 122.52 feet along the arc of a curve to the right, said curve having a radius of 78.00 feet, a delta
angle of 90*00'00", a chord bearing of S45°04'35"E, and a chord distance of 110.31 feet;
Thence S00'04'35"E a distance of 372.18 feet;
Thence 122.52 feet along the arc of a curve to the right, said curve having a radius of 78.00 feet,a delta
angle of 90°00'00", a chord bearing of S44°55'25"W, and a chord distance of 110.31 feet;
Thence 589'55'25"W a distance of 4.50 feet;
Thence 10.21 feet along the arc of a curve to the left, said curve having a radius of 6.50 feet, a delta
angle of 90'00'00", a chord bearing of S44°55'25"W, and a chord distance of 9.19 feet;
Thence S00°04'35"E a distance of 110.15 feet;
Thence S45°04'35"E a distance of 18.88 feet;
Thence N89'55'25"E a distance of 51.45 feet;
Thence 6.38 feet along the arc of a curve to the left, said curve having a radius of 16.00 feet, a delta
angle of 22°51'51", a chord bearing of N78°29'29"E, and a chord distance of 6.34 feet;
Thence 43.10 feet along the arc of a reverse curve to the right, said curve having a radius of 54.00 feet, a
delta angle of 45*43'42", a chord bearing of N89'55'25"E, and a chord distance of 41.96 feet;
Thence 6.38 feet along the arc of a reverse curve to the left, said curve having a radius of 16.00 feet, a
delta angle of 22°51'51", a chord bearing of S78°38'40"E, and a chord distance of 6.34 feet;
Thence N89°55'25"E a distance of 103.47 feet to POINT OF BEGINNING 1.
Said parcel contains 3.75 acres, more or less.
TOGETHER WITH:
BEGINNING at a point previously described as "Point A" (POINT OF BEGINNING 2), thence S00°04'35"E a
distance of 569.97 feet;
Thence 122.52 feet along the arc of a curve to the right, said curve having a radius of 78.00 feet,a delta
angle of 90°00'00", a chord bearing of 544'55'25"W, and a chord distance of 110.31 feet;
Thence S89°55'25"W a distance of 353.44 feet;
Thence S44°55'25"W a distance of 14.14 feet;
Thence 500'04'35"E a distance of 36.14 feet;
Thence 6.38 feet along the arc of a curve to the left, said curve having a radius of 16.00 feet, a delta angle
of 22°51'51", a chord bearing of S11°30'31"E, and a chord distance of 6.34 feet;
Thence 43.10 feet along the arc of a reverse curve to the right, said curve having a radius of 54.00 feet, a
delta angle of 45°43'42", a chord bearing of S00°04'35"E, and a chord distance of 41.96 feet;
Thence 6.38 feet along the arc of a reverse curve to the left, said curve having a radius of 16.00 feet, a
delta angle of 22°51'51", a chord bearing of S11°21'20"W, and a chord distance of 6.34 feet;
Thence 500'04'35"E a distance of 33.23 feet;
Thence N89°05'42"W a distance of 81.01 feet;
Thence N00°04'35"W a distance of 31.85 feet;
Thence 6.38 feet along the arc of a curve to the left,said curve having a radius of 16.00 feet, a delta angle
of 22'51'51", a chord bearing of N11°30'31"W, and a chord distance of 6.34 feet;
Thence 43.10 feet along the arc of a reverse curve to the right, said curve having a radius of 54.00 feet, a
delta angle of 45°43'42", a chord bearing of N00°04'35"W, and a chord distance of 41.96 feet;
Thence 6.38 feet along the arc of a reverse curve to the left, said curve having a radius of 16.00 feet, a
delta angle of 22°51'51", a chord bearing of N11*21'20"E, and a chord distance of 6.34 feet;
Thence N00'04'35"W a distance of 36.14 feet;
Thence N45°04'35"W a distance of 14.14 feet;
PAGE 13
Thence S89°55'25"W a distance of 118.44 feet;
Thence 122.52 feet along the arc of a curve to the right, said curve having a radius of 78.00 feet, a delta
angle of 90°00'00", a chord bearing of N45°04'35"W, and a chord distance of 110.31 feet;
Thence N00°04'35"W a distance of 293.72 feet;
Thence 186.39 feet along the arc of a curve to the right, said curve having a radius of 328.00 feet,a delta
angle of 32°33'31", a chord bearing of N16°12'09"E, and a chord distance of 183.89 feet;
Thence 104.74 feet along the arc of a reverse curve to the left, said curve having a radius of 272.00 feet,
a delta angle of 22°03'45", a chord bearing of N21'27'02"E, and a chord distance of 104.09 feet;
Thence N10°25'10"E a distance of 389.00 feet;
Thence 190.61 feet along the arc of a curve to the left, said curve having a radius of 372.00 feet, a delta
angle of 29°21'30", a chord bearing of N04°15'35"W, and a chord distance of 188.53 feet;
Thence N18°56'20"W a distance of 292.02 feet;
Thence 148.20 feet along the arc of a curve to the right, said curve having a radius of 78.00 feet,a delta
angle of 108°51'45", a chord bearing of N35°29'32"E, and a chord distance of 126.89 feet;
Thence S00'04'35"E a distance of 56.00 feet;
Thence 41.80 feet along the arc of a curve to the left,said curve having a radius of 22.00 feet,a delta angle
of 108°51'45", a chord bearing of S35°29'32"W, and a chord distance of 35.79 feet;
Thence S18°56'20"E a distance of 292.02 feet;
Thence 107.24 feet along the arc of a curve to the right, said curve having a radius of 428.00 feet,a delta
angle of 14°21'23", a chord bearing of S11°45'39"E, and a chord distance of 106.96 feet;
Thence 9.70 feet along the arc of a reverse curve to the left,said curve having a radius of 6.50 feet,a delta
angle of 85°29'38", a chord bearing of S47'19'47"E, and a chord distance of 8.82 feet;
Thence S00'01'03"E a distance of 56.00 feet;
Thence 9.69 feet along the arc of a curve to the left, said curve having a radius of 6.50 feet, a delta angle
of 85°23'52", a chord bearing of S47°13'28"W, and a chord distance of 8.82 feet;
Thence 44.03 feet along the arc of a reverse curve to the right, said curve having a radius of 428.00 feet,
a delta angle of 05'53'37", a chord bearing of S07°28'21"W, and a chord distance of 44.01 feet;
Thence S10°25'10"W a distance of 288.54 feet;
Thence 11.40 feet along the arc of a curve to the left,said curve having a radius of 65.50 feet,a delta angle
of 100°29'45", a chord bearing of S39'49'43"E, and a chord distance of 9.99 feet;
Thence S12°46'56"W a distance of 57.44 feet;
Thence 9.02 feet along the arc of a curve to the left, said curve having a radius of 6.50 feet, a delta angle
of 79°30'15", a chord bearing of S50°10'17"W, and a chord distance of 8.31 feet;
Thence S10°25'10"W a distance of 30.29 feet;
Thence 126.30 feet along the arc of a curve to the right, said curve having a radius of 328.00 feet,a delta
angle of 22°03'44", a chord bearing of S21°27'02"W, and a chord distance of 125.52 feet;
Thence 154.56 feet along the arc of a reverse curve to the left, said curve having a radius of 272.00 feet,
a delta angle of 32°33'30", a chord bearing of S16°12'09"W, and a chord distance of 152.49 feet;
Thence S00°04'35"E a distance of 45.22 feet;
Thence 10.21 feet along the arc of a curve to the left, said curve having a radius of 6.50 feet, a delta angle
of 90°00'00", a chord bearing of S45°04'35"E, and a chord distance of 9.19 feet to a point hereinafter
referred to as "Point B";
Thence S00°04'35"E a distance of 56.00 feet;
Thence 10.21 feet along the arc of a curve to the left, said curve having a radius of 6.50 feet, a delta angle
of 90°00'00", a chord bearing of S44'55'25"W, and a chord distance of 9.19 feet;
Thence S00°04'35"E a distance of 179.50 feet;
PAGE 14
Thence 34.56 feet along the arc of a curve to the left,said curve having a radius of 22.00 feet,a delta angle
of 90°00'00", a chord bearing of S45'04'35"E, and a chord distance of 31.11 feet;
Thence N89°55'25"E a distance of 324.38 feet;
Thence 10.21 feet along the arc of a curve to the left, said curve having a radius of 6.50 feet, a delta angle
of 90°00'00", a chord bearing of N44°55'25"E, and a chord distance of 9.19 feet;
Thence N89°55'25"E a distance of 56.00 feet;
Thence 10.21 feet along the arc of a curve to the left, said curve having a radius of 6.50 feet, a delta angle
of 90°00'00", a chord bearing of S45'04'35"E, and a chord distance of 9.19 feet;
Thence N89°55'25"E a distance of 179.50 feet;
Thence 34.56 feet along the arc of a curve to the left,said curve having a radius of 22.00 feet,a delta angle
of 90°00'00", a chord bearing of N44°55'25"E, and a chord distance of 31.11 feet;
Thence N00°04'35"W a distance of 569.97 feet;
Thence N89°55'25"E a distance of 56.00 feet to POINT OF BEGINNING 2.
Said parcel contains 3.97 acres,more or less.
TOGETHER WITH:
BEGINNING at a point previously referred to as "Point B" (POINT OF BEINNING 3), thence N89'55'25"E a
distance of 339.88 feet;
Thence 10.21 feet along the arc of a curve to the left, said curve having a radius of 6.50 feet, a delta angle of
90°00'00",a chord bearing of N44°55'25"E,and a chord distance of 9.19 feet;
Thence N00°04'35"W a distance of 336.97 feet;
Thence N89°55'25"E a distance of 56.00 feet;
Thence S00°04'35"E a distance of 600.97 feet;
Thence S89°55'25"W a distance of 56.00 feet;
Thence N00'04'35"W a distance of 195.00 feet;
Thence 10.21 feet along the arc of a curve to the left, said curve having a radius of 6.50 feet, a delta angle of
90°00'00",a chord bearing of N45°04'35"W,and a chord distance of 9.19 feet;
Thence S89°55'25"W a distance of 339.88 feet;
Thence N00°04'35"W a distance of 56.00 feet to POINT OF BEGINNING 3.
Said parcel contains 1.22 acres, more or less.
TOGETHER WITH:
BEGINNING at a point previously referred to as "Point U (POINT OF BEGINNING 4), thence N00°04'35"W a
distance of403.18 feet;
Thence N89°55'25"E a distance of 56.00 feet;
Thence S00°04'35"E a distance of 403.18 feet;
Thence S89°55'25"W a distance of 56.00 feet to POINT OF BEGINNING 4.
Said parcel contains 0.52 acres,more or less.
Said description contains a total of 9.46 acres, more or less,and is subject to all existing easements and/or
rights-of-way of record or implied.
PAGE 15
Attached hereto is Exhibit B and by this reference is made a part hereof.
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PAGE 6
E Lake Hazel Rd T.3N., R.1E.
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W Apex Cadence Subdivision
DATE: October 2024
PROJECT: 24-108
SHEET: A Portion of the East 1/2 of the Northeast 1/4 of Section 6,
1 of 6 T.2N.,R.1E., B.M., City of Meridian, Ada County, Idaho
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< kmengllp.com
Apex Cadence Subdivision
' DATE: October 2024
PROJECT: 24-108
SHEET: A Portion of the East 1/2 of the Northeast 1/4 of Section 6,
a
2 Of 6 T.2N.,R.1E., B.M., City of Meridian, Ada County, Idaho
See Sheet 2 See Sheet 2
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< kmengllp.com
Apex Cadence Subdivision
DATE: October 2024
D PROJECT: 24-108
SHEET: A Portion of the East 1/2 of the Northeast 1/4 of Section 6,
a
3 of 6 T.2N.,R.1E., B.M., City of Meridian,Ada County, Idaho
LINE TABLE LINE TABLE LINE TABLE
LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE
L1 S00'04'35"E 81.00' L27 S89'42'20"E 81.00' L53 S00'01'03"E 56.00'
L2 S89'55'25"W 103.47' L28 S00'04'35"E 18.11' L54 S10*25'10"W 288.54'
L3 S89'55'25"W 51.45' L29 S00'04'35"E 36.14' L55 S12'46'56"W 57.44'
L4 S44755'25"W 18.88' L30 S45'04'35"E 14.14' L56 S10*25'10"W 30.29'
L5 S00'04'35"E 110.15' L31 N89'55'25"E 357.50' L57 S00'04'35"E 45.22'
L6 S89'55'25"W 56.00' L32 S00'04'35"E 372.18' L58 S00'04'35"E 56.00'
L7 S89'55'25"W 179.50' L33 S89'55'25"W 4.50' L59 S00'04'35"E 179.50'
L8 S89'55'25"W 56.00' L34 S00'04'35"E 110.15' 1 L60 N89'55'25"E 324.38'
L9 S89'55'25"W 245.66' L35 S45'04'35"E 18.88' L61 N89'55'25"E 56.00'
L10 N 12'46'56"E 57.44' L36 N89'55'25"E 51.45' L62 N89'55'25"E 179.50'
L11 N89'55'25"E 407.88' L37 N89'55'25"E 103.47' L63 N00'04'35"W 569.97'
L12 N00'04'35"W 328.00' L38 S00'04'35"E 569.97' L64 N89'55'25"E 56.00'
L13 S89'55'25"W 349.45' L39 S89'55'25"W 353.44' L65 N89'55'25"E 339.88'
L14 N00'01'03"W 56.00' L40 S44'55'25"W 14.14' L66 N00'04'35"W 336.97'
L15 N89'55'25"E 174.39' L41 S00'04'35"E 36.14' L67 N89'55'25"E 56.00'
L16 N89'55'25"E 56.00' L42 S00'04'35"E 33.23' L68 S00'04'35"E 600.97'
L17 N89'55'25"E 179.50' L43 N89'05'42"W 81.01' L69 S89'55'25"W 56.00'
L18 N00'04'35"W 372.18' L44 N00'04'35"W 31.85' L70 N00'04'35"W 195.00'
L19 S89'55'25"W 179.50' L45 N00'04'35"W 36.14' L71 I S89'55'25"W 339.88'
o L20 S89'55'25"W 56.00' L46 N45'04'35"W 14.14' L72 N00'04'35"W 56.00'
s
G L21 S89'55'25"W 276.12' L47 S89'55'25"W 118.44' L73 N00'04'35"W 403.18'
L22 N00'04'35"W 56.00' L48 N00'04'35"W 293.72' L74 N89'55'25"E 56.00'
N
O
L23 N89'55'25"E 66.12' L49 N10'25'10"E 389.00' L75 S00'04'35"E 403.18'
a L24 N44'55'25"E 14.14' L50 N18'56'20"W 292.02' L76 S89'55'25"W 56.00'
Z L25 N00'04'35"W 36.14' L51 S00'04'35"E 56.00'
0
a L26 N00'04'35"W 18.63' L52 S18'56'20"E 292.02'
3
0
w
z
H
it
a
co
O
rl
v
N
E N G I N E E R I N G
m 5725 NORTH DISCOVERY WAY
= BOISE,IDAHO83713
o PHONE(208)639-6939 Exhibit B - Private Streets
kmengllp.com
Apex Cadence Subdivision
DATE: October 2024
PROJECT: 24-108
SHEET: A Portion of the East 1/2 of the Northeast 1/4 of Section 6,
N 4 of 6 T.2N.,R.1E., B.M., City of Meridian, Ada County, Idaho
a
CURVE TABLE
CURVE RADIUS LENGTH DELTA CHORD BRG CHORD
C1 16.00' 6.38' 22'51'51" S78'29'29"W 6.34'
C2 54.00' 43.10' 45'43'42" S89'55'25"W 41.96'
C3 16.00' 6.38' 22'51'51" N78'38'40"W 6.34'
C4 6.50' 10.21' 90'00'00" S45'04'35"E 9.19'
C5 78.20' 127.06' 93'05'22" S46'40'57"E 113.54'
C6 22.00' 34.56' 90'00'00" N45'04'35"W 31.11'
C7 6.50' 10.21' 90'00'00" S44'55'25"W 9.19'
C8 6.50' 10.21' 90'00'00" N45'04'35"W 9.19'
C9 6.50' 10.21' 90'00'00" N44'55'25"E 9.19'
C10 6.50' 10.21' 90'00'00" N45'04'35"W 9.19'
C11 6.50' 10.21' 90'00'00" N44'55'25"E 9.19'
C12 6.50' 10.21' 90'00'00" S45'04'35"E 9.19'
C13 22.00' 34.56' 90'00'00" N44'55'25"E 31.11'
C14 22.00' 34.56' 90'00'00" N45'04'35"W 31.11'
C15 6.50' 10.21' 90'00'00" S44'55'25"W 9.19'
C16 6.50' 10.21' 90'00'00" N45'04'35"W 9.19'
C17 16.00' 6.38' 22'51'51" N11'30'31"W 6.34'
C18 54.00' 43.10' 45'43'42" N00'04'35"W 41.96'
a
C19 16.00' 6.38' 22'51'51 N11'21'20"E 6.34'
o C20 16.00' 6.38' 22'51'51 S11'30'31"E 6.34'
s
C21 54.00' 43.10' 45'43'42" S00'04'35"E 41.96'
N C22 16.00' 6.38' 22'51'51" S11'21'20"W 6.34'
0
C23 78.00' 122.52' 90'00'00" S45'04'35"E 110.31'
a
a C24 78.00' 122.52' 90'00'00 S4455'25"W 110.31'
a
Z C25 6.50' 10.21' 90'00'00" S44'55'25"W 9.19'
0
a C26 16.00' 6.38' 22'51'51" N78'29'29"E 6.34'
3
C27 54.00' 43.10' 45'43'42" N89'55'25"E 41.96'
C28 16.00' 6.38' 22'51'51" S78'38'40"E 6.34'
C29 78.00' 122.52' 90'00'00" S44'55'25"W 110.31'
a
0
a
N
E N G I N E E R I N G
m 5725 NORTH DISCOVERY WAY
= BOISE,IDAHO83713
o PHONE(208)639-6939 Exhibit B - Private Streets
kmengllp.com
} Apex Cadence Subdivision
DATE: October 2024
D PROJECT: 24-108
SHEET: A Portion of the East 1/2 of the Northeast 1/4 of Section 6,
a
5 of 6 T.2N.,R.1E., B.M., City of Meridian,Ada County, Idaho
CURVE TABLE
CURVE RADIUS LENGTH DELTA CHORD BRG CHORD
C30 16.00, 6.38' 22'51'51" S11'30'31"E 6.34'
C31 54.00' 43.10' 45'43'42" S00'04'35"E 41.96'
C32 16.00' 6.38' 22'51'51" S11'21'20"W 6.34'
C33 16.00' 6.38' 22'51'51" N11'30'31"W 6.34'
C34 54.00' 43.10' 45'43'42" N00'04'35"W 41.96'
C35 16.00' 6.38' 22'51'51" N11'21'20"E 6.34'
C36 78.00' 122.52' 90'00'00" N45'04'35"W 110.31'
C37 328.00' 186.39' 32'33'31" N 16'12'09"E 183.89'
C38 272.00' 104.74' 22'03'45" N21'27'02"E 104.09'
C39 372.00' 190.61' 29'21'30" N04'15'35"W 188.53'
C40 78.00' 148.20' 108'51'45" N35'29'32"E 126.89'
C41 22.00' 41.80' 108'51'45" S35'29'32"W 35.79'
C42 428.00' 107.24' 14'21'23" S11'45'39"E 106.96'
C43 6.50' 9.70' 85'29'38" S47'19'47"E 8.82'
C44 6.50' 9.69' 85'23'52" S47'13'28"W 8.82'
C45 428.00' 44.03' 5'53'37" S07'28'21"W 44.01'
C46 6.50' 11.40' 100*29'45" S39'49'43"E 9.99'
C47 6.50' 9.02' 79*30'15" S50'10'17"W 8.31'
a
C48 328.00' 126.30' 22'03'44" S21'27'02"W 125.52'
0 C49 272.00' 154.56' 32'33'30" S16'12'09"W 152.49'
s
C50 6.50' 10.21' 90'00'00" S45'04'35"E 9.19'
C51 6.50' 10.21' 90'00'00" S44'55'25"W 9.19'
0
C52 22.00' 34.56' 90100'00" S45'04'35"E 31.11'
0
a C53 6.50' 10.21' 90'00'00" N4455'25"E 9.19'
a
Z C54 6.50' 10.21' 90'00'00" S45'04'35"E 9.19'
0
C55 22.00' 34.56' 90'00'00" N44'55'25"E 31.11'
C56 6.50' 10.21' 90'00'00" N44'55'25"E 9.19'
C57 6.50' 10.2V 90'00'00" N45'04'35W 9.19,
a
0
N
E N G I N E E R I N G
m 5725 NORTH DISCOVERY WAY
= BOISE,IDAHO 83713
o PHONE(208)639-6939 Exhibit B - Private Streets
kmengllp.com
W Apex Cadence Subdivision
DATE: October 2024
PROJECT: 24-108
SHEET: A Portion of the East 1/2 of the Northeast 1/4 of Section 6,
a
6 of 6 T.2N.,R.1E., B.M., City of Meridian,Ada County, Idaho
J�t357.50
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--jTitle: POB1 Private Streets Easement 24-108 Date: 10-30-2024
Scale: 1 inch=200 feet File: Deed Plotter.des
Data and Deed Call Listing of File: Deed Plottendes
Tract 1: 3.750 Acres: 163347 Sq Feet:Closure=n41.2657e 0.01 Feet: Precision=1/868747: Perimeter=5554 Feet
001=s00.0435e 81.00 061=n89.5525e 51.45
062:U R=I6.00,Delta=22.5151
002=s89.5525w 103.47 Bn3.-7R 2Cd=634
t2 ela003:Lt,R=16.00,Delta=22.5151 06 R4.0 �5.4342
- 2 C hd=6.34 Bn-89.5525e,Chd�1.9 6 R7t80 49 ,Delta=4564342 0LtR=6Dela=22.5 151
89.55wChd= 9 . e0C =6.34BsR Bn8 s784 d
L16.00,Delta=22.5151 065 89.5525e 103.47
Bng�78.3840w,Chd=6.34
006=s89.5525w 51.45
007=s44.5525w 18.88
008=s00.0435e 110.15
009:Lt,R=6.50,Delta--90.0000
Bn=s45.0435e,Chd=9.19
01 Rt,R=78.20,Delta-93.0522
B. s46.4057e,Chd=113.54
011=s89.5525w 56.00
012:Lt.R=22.00,Delta=90.0000
Bn,--n45.0435w,Chd=31.I 1
013=s89.5525w 179.50
014:Ltt,,R-.50,Delta=90.0000
Bng=s44.5525w,Chd 9.19
0 1 5=s89.5525w 56.00
016:Lt,R=,6.50,Delta--90.0000
Bng=n45.0435w,Chd=9.19
017=s89.5525w 245.66
018=n12.4656e 57.44
019=n89.5525e 407.88
020:Lt,R=6.50.Delta=90.0000
Bng=n44.5525e,Chd=9.19
021z100.0435w 328.00
022:Lt,R=6.51,Delta=90.0000
Bng=n45.0435w,Chd=9.19
023=s89.5525w 349.45
024=n00.0103w 56.00
025=n89.5525e 174.39
026:Lt,R�.50,Delta=90.0000
Bngzt44.5525e,Chd-9.19
027=n89.5525e 56.00
028:Lt,R=6.50,Delta-90.0000
Bng-=45.0435e,Chd=9.19
029=n89.5525e 179.50
030:Lt,R=22.00,Delta=90.0000
Bng--n44.5525e,Chd=31.11
031=100.0435w 372.18
032:Lt,R=22.00,Delta=90.0000
BngT45.0435w,Chd=31.11
033=s89.5525w 179.50
034:Lt,R=6.50,Delta=90.0000
Bng=s44.5525w,Chd=9.19
035=s89.5525w 56.00
036:Lt,R=6.50,Delta--90.0000
Bng=n45.0435w,Chd=9.19
037=s89.5525w 276.12
038=n00.0435w 56.00
039=n89.5525e 66.12
040=n44.5525e 14.14
041=100.0435w 36.14
042:L4 R=16.00,Delta=22.5151
R1.303lw,Chd=6.34Bm 0 t R=54.00 Delta�5.4 342
B Cd�1.9600.0435w,
t,R=16.00,Delta=22.5151
Bnog=n11.2120e,Chd=6.34
045=n00.0435w 18.63
046=s89.4220e 81.00
047=s00.0435e 18.11
048:Lt,R=16.00,Delta=22.5151
Bnr 11.303le,Chd�.34
04t,R=54.00,Del =45.4342
Bng--s00.0435e,Chd�1.96
05R =22.5151Lt,R=16.00,Delta Bng3I 1.2120w,Chd=6.34
051=s00.0435e 36.14
052=s45.0435e 14.14
053=n89.5525e 357.50
054:Rt,R=78.00,Delta-90.0000
Bng=s45.0435e,Chd=110.31
055=s00.0435e 372.18
056:Rt,R=78.00,Delta=90.0000
Bng s44.5525w,Chd=110.31
057=s89.5525w 4.50
058:Lt,R=6.50,Delta=90.0000
Bng344.5525w,Chd--9.19
059=s00.0435e 110.15
060=s45.0435e 18.88
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49�0 n89°55'25"es89°55'25"w353.44
Title: POB2 Private Streets Easement 24-108 Date: 10-30-2024
Scale: 1 inch=200 feet File: Deed Plotter.des
Data and Deed Call Listing of File: Deed Plottendes
Tract 1: 3.970 Acres: 172915 Sq Feet:Closure=sl5.0025w 0.01 Feet: Precision=1/561744: Perimeter=6119 Feet
001=s00.0435e 569.97
002:Rt,R=78.00,Delta=90.0000
Bng-s44.5525w,Chd=110.31
003=s89.5525w 353.44
004=s44.5525w 14.14
005=s00.0435e 36.14
006:Lt,R=16.00,Delta=22.5151
Bn�11.3031e,Chd�.34
007:Rt,R=54.00,Delta=4 A342
Bn-s00.0435e,Chd 41.96
00�.Lt,R=16.00,Delta=22.5151
Bng=s11 2120w,Chd�.34
009=s00.0435e 33.23
010=n89.0542w 81.01
011=n00.0435w 31.85
012:Lt.R-16.00,Delta=22.5151
Bn�111.3031w,Chd�.34
013:Rt R=54.00,Delta=45.4342
Bng--n00.0435w,Chd=41.96
014:Lt.R=16.00,Delta=22.5151
Bng=nl 1.2120e,Chd=6.34
015=n00.0435w 36.14
016=n45.0435w 14.14
017=s89.5525w 118.44
018:Rt,R=78.00,Delta=90.0000
Bng==n45.0435w,Chd=110.31
019=n00.0435w 293.72
020:Rt,R=328.00.Delta=32.3331
Bnrl,6.1209e,Chd=183.89
021:Lt R=272.00,Delta=22.0345
Bng=n21.2702e,Chd=104.09
022=n10.2510e 389.00
023:Lt,R-372.00 Delta=29.2130
Bng=n04.1535w,Chd=188.53
024=n18.5620w 292.02
025:Rt,R-78.00,Delta=108.5145
Bng=35.2932e,Chd=126.89
026=s00.0435e 56.00
027:Lt,R-22.00,Delta=108.5145
Bng=05.2932w,Chd=35.79
028=s 18.5620e 292.02
029:Rt,R=428.00,Delta=14.2123
Bn-11.4539e,Chd-106.96
0 =85 L9 383t.R�.50,Delta
Bng=s47.1947e,Chd=8.82
031=s00.0103e 56.00
032:Lt,R=6.50,Delta=85.2352
Bn.--sg7.1328w,Chd=8.82
033:Rt.R 428.00,Delta=05.5337
Bng--s07.2821w,Chd=44.01
034=s 10.2510w 288.54
035:Lt,R=65.50,Delta=100.2945
Bng--s39.4943e,Chd=9.99
036=s12.4656w 57.44
037:LL R=6.50,Delta=79.3015
Bng=s50.l Ol7w,Chd=8.31
038=s10.2510w 30.29
039:Rt,R=328.00 Delta-22.0344
BnR,21.2702w.iNd=125.52
04IY-.Lt,R=272.00,Delta=323330
Bng=s16.1209w,Chd=152.49
041=s00.0435e 45.22
042:Lt.R=6.50,Delta=90.0000
Bng=s45.0435e,Chd--9.19
043=s00.0435e 56.00
044:Lt.R=6.50,Delta=90.0000
Bng=s44.5525w,Chd--9.19
045=s00.0435e 179.50
046:Lt,R=22.00,Delta=90.0000
Bng-s45.0435e,Chd=31.11
047=n89.5525e 324.38
048:Lt,R=6.50,Delta--90.0000
Bng=n44.5525e,Chd--9.19
049=n89.5525e 56.00
050:Lt,R=6.50,Delta=90.0000
Bng-s45.0435e,Chd=9.19
051=n89.5525e 179.50
052:Lt,R=22.00,Delta=90.0000
Bng=n44.5525e,Chd=31.11
053=n00.0435w 569.97
054--n89.5525e 56.00
56.00
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Title: POINT B Date: 10-30-2024
Scale: 1 inch= 100 feet File:
Tract 1: 1.218 Acres: 53070 Sq Feet:Closure=n00.0000e 0.00 Feet: Precision>1/999999: Perimeter=2001 Feet
001=n89.5525e 339.88 005=s00.0435e 600.97 009=s89.5525w 339.88
002:Lt R�.50,Delta�0.0000 006=s89.5525w 56.00 010=n00.0435w 56.00
B. 44.5525e,Chd�.19
003=n00.0435w 336.97 007=n00.0435w 195.00
004=n89.5525e 56.00 s�=n45.O 3sw,D na�.°°§°0°°
56.00
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56.00
Title: POB4 Private Streets Easement 24-108 Date: 10-30-2024
Scale: 1 inch=75 feet File: Deed Plotter.des
Tract 1: 0.518 Acres: 22578 Sq Feet:Closure=n00.0000e 0.00 Feet: Precision>1/999999: Perimeter=918 Feet
001=n00.0435w 403.18 003=s00.0435e 403.18
002=n89.5525e 56.00 004=s89.5525w 56.00