HomeMy WebLinkAboutCC - Access Agreement Ma5cDon Professional Engineers, Land Surveyors and Planners
924 3d St. So. Nampa, ID 83651
A-5 5 C)C I a bf,5 Inc- Ph (208) 454-0256 Fax (208) 467-4130
e-mail:dholzheygmasonandassociates.us
FOR: Dr. Malan
JOB NO.: JA0822
DATE: November 28, 2022
EXHIBIT "A"
INGRESS-EGRESS ACCESS EASEMENT
A parcel of land being all of Lot 4 Block 2 of Swindell Subdivision recorded in Book 113 at Pages
16506-16510 in the office of the Ada County Recorder's situated a portion of the SE1/4 of Section 18,
Township 3 North, Range 1 East, Boise Meridian, City of Meridian,Ada County Idaho, more
particularly described as follows:
Commencing at the southeast corner of the SE 1/4, lying N 89' 43' 04"E., 2649.16 feet from the
southwest corner of the SE 1/4;
Thence S 89' 43' 04" W., 420.39 feet along the south boundary of the SE1/4;
Thence N 00' 16' 56" W., 77.58 feet perpendicular to the south boundary of the SE1/4;
Thence N 90' 00' 00" W., 6.35 feet to the POINT OF BEGINNING of said easement;
Thence N 90' 00' 00" W., 19.00 feet;
Thence S 90' 00' 00" W., 0.51 feet to the beginning of a curve right;
Thence a distance of 6.28 feet along a curve to the right, having a radius of 4.00 feet, a central angle of
900 00, 0011, the long chord of which bears S 45' 00' 00" W., a distance of 5.66 feet;
Thence N 90' 00' 00" W., 19.99 feet;
Thence N 00' 00' 00" E., 66.39 feet to the beginning of a curve left;
Ma5c:)n &
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Professional Engineers, Land Surveyors and Planners
Page 1 of 3
Thence a distance of 3.52 feet along a curve to the left, having a radius of 22.00 feet, a central angle of
090 09' 21",the long chord of which bears N 04' 34' 41" W., a distance of 3.51 feet;
Thence N 900 00' 00" W., 104.59 feet;
Thence N 000 00' 00" E., 15.50 feet to the beginning of a curve left;
Thence a distance of 4.71 feet along a curve to the left, having a radius of 3.00 feet, a central angle of
900 00, 0011,the long chord of which bears N 450 00' 00" W., a distance of 4.24 feet;
Thence N 90' 00' 00" W., 23.71 feet;
Thence a distance of 3.87 feet along a curve to the left, having a radius of 8.00 feet, a central angle of
270 41' 06",the long chord of which bears S 760 09' 27" W., a distance of 3.83 feet to the beginning of
a non-tangent curve left;
Thence a distance of 4.87 feet along a curve to the left, having a radius of 227.00 feet, a central angle of
01° 13' 48",the long chord of which bears N 280 05' 07" W., a distance of 4.87 feet;
Thence N 28' 42' 10" W., 24.65 feet;
Thence N 90' 00' 00"E., 21.09 feet to the beginning of a curve left;
Thence a distance of 4.71 feet along a curve to the left, having a radius of 3.00 feet, a central angle of
900 00, 001 ,the long chord of which bears N 45' 00' 00" E., a distance of 4.24 feet;
Thence N 00' 00' 00"E., 16.50 feet;
Thence N 900 00' 00"E., 79.50 feet;
Thence S 00' 00' 00"E., 19.22 feet;
Thence N 90' 00' 00"E., 7.00 feet;
Thence N 000 00' 00"E., 69.00 feet;
Thence N 900 00' 00"E., 12.50 feet to the beginning of a curve left;
Thence a distance of 9.42 feet along a curve to the left, having a radius of 6.00 feet, a central angle of
900 00, 0011,the long chord of which bears N 45' 00' 00" E., a distance of 8.49 feet;
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Professional Engineers, Land Surveyors and Planners
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Thence N 00' 00' 00" E., 1.38 feet;
Thence N 89' 43' 22" E., 44.83 feet;
Thence S 00' 00' 00"E., 11.76 feet to the beginning of a curve left;
Thence a distance of 9.42 feet along a curve to the left, having a radius of 6.00 feet, a central angle of
900 00, 001 ,the long chord of which bears S 450 00' 00" E., a distance of 8.49 feet;
Thence N 90' 00' 00"E., 12.50 feet;
Thence S 00' 00' 00"E., 168.00 feet to the POINT OF BEGINNING of said easement.
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Professional Engineers, Land Surveyors and Planners
Page 3 of 3
H ■ B ■T" "B "
INGRESS-EGRESS ACCESS EASEMENT
LOT 4 BLOCK 2 SWINDELL SUBDIVISION A PART OF THE SE 114 SE 114,
SECTION 18, T. 3 N., R. 1 E., B.M., MERIDIAN, ADA COUNTY, IDAHO
2022
N89'43'22"E
NO'00'00"E 44.83 11 '.76 00"E
1.38' G� 76
N90'00'00"E
12.50' N90'00'00"E
w 12.50'
00
0 aj
N90'00'00"E N90'00'00"E o `c
21.09' 79.50' z
NO'0O'00"E SO'00'00"E
y G1 16.50' 19.22' b
0
N90'00'00"E (00
7.00' w
�C6, �R o
5 NO'00'00"E o
15.50' o
N90'00'00"W 0
„ 104.59' v
N90'00 00 W
23.71'
w
x
or7
06
00
0
z
N90'00'00"W N90'00'00"W
19.00, 6.35'
POINT OF
S0'00'00"E BEGINNING
N90'00'00"W 0.51' 00
19.99' is
3
Curve Table
r
Curve # Length Radius Delta Chord Direction Chord Length Tangent 0
z
C2 6.28 4.00 90'00'00" S45'00'00"W 5.66 4.00 S 114
PLS 5291 2228.77' 420.39' 18 17
C3 3.52 22.00 9*09'21" N4'34'41"W 3.51 1.76
2649.16' 19 20
C4 4.71 3.00 90'00'00" N45'00'00"W 4.24 3.00 CP&F INST. S89'43'04"W CP&F INST. NO.
C5 3.87 8.00 27'41'06" S76'09'27"W 3.83 1.97 N0. 103176247 BASIS OF BEARING 2015-070814
E. OVERLAND ROAD
C6 4.87 227.00 113'48" N28'05'07"W 4.87 2.44
C7 4.71 3.00 90'00'00" N45'00'00"E 4.24 3.00
C8 9.42 6.00 90'00'00" N45'00'00"E 8.49 6.00
C9 9.42 6.00 90'00'00" S45'00'00"E 8.49 6.00
MST EXHIBIT "B"
INGRESS-EGRESS ACCESS EASEMENT
d- 9 3 6 6 O JOB No. JA0822
4pG�l 0 Professional Engineers, DWG No. LOT 4 BDY
Land Surveyors
Q��!►` T _Mason �' &Planners SCALE NTS REV. Q
9213rdSt.Sour,Nampa,ID836it FIELD BOOK NO.
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DRAWN BY DATE:
DH 11-28-22