CC - Final PlatOAKWIND ESTATES SUBDIVISION NO. 1
LOCATED IN THE SW 1/4 OF THE SW 1/4 OF SECTION 28, TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M.
CITY OF MERIDIAN, ADA COUNTY, IDAHO
SEE CONTINUATION 2022
SHEET 2 OF 4
BOOK , PAGE
NOTES
1- EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC
UTILITIES, OAKWIND ESTATES HOMEOWNERS ASSOCIATION INC. PRESSURE IRRIGATION,
AND LOT DRAINAGE OVER THE FIFTEEN (15) FEET ADJACENT TO ANY PUBLIC STREET. THIS
EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD -SURFACED DRIVEWAYS
AND WALKWAYS TO EACH LOT.
2- INTERIOR SIDE LOT LINES AS SHOWN AND DIMENSIONED ARE HEREBY DESIGNATED AS
HAVING PERMANENT EASEMENT FOR PUBLIC UTILITIES, OAKWIND ESTATES HOMEOWNERS
ASSOCIATION INC. PRESSURE IRRIGATION AND LOT DRAINAGE. SAID EASEMENT IS ALSO
HEREBY DESIGNATED OVER THE TEN (10) FEET ADJACENT TO ANY REAR LOT LINE OR
SUBDIVISION BOUNDARY.
3-ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING
REGULATIONS IN EFFECT AT THE TIME OF THE RESUBDIVISON.
4- THE OWNER HAS PROVIDED IRRIGATION WATER TO EACH LOT THROUGH A PRESSURIZED
IRRIGATION SYSTEM, TO BE OWNED AND MAINTAINED BY THE OAKWIND ESTATES
HOMEOWNERS ASSOCIATION INC. IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b).
ALL LOTS WILL BE SUBJECT TO ASSESSMENTS FROM THE SETTLERS IRRIGATION DISTRICT.
5- BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN
COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN.
6- MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE
RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN
IRRIGATION/DRAINAGE ENTITY.
7- BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE
ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION.
8- THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT -TO -FARM,
WHICH STATES THAT NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR
EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY
CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES
AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION,
FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS
CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE
RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL
OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF.
9- LOTS 1, 11, 35, 36, 49, 51 AND 52, BLOCK 1; LOTS 5,17 AND 30, BLOCK 2; LOTS 1 AND 6,
BLOCK 3; LOT 5, BLOCK 4; LOT 1, BLOCK 5; LOT 2, BLOCK 6, LOT 2, BLOCK 7 AND LOTS 1 AND
14, BLOCK 9 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE OAKWIND ESTATES
HOMEOWNERS ASSOCIATION INC. SAID LOTS ARE SUBJECT TO BLANKET EASEMENTS FOR
PUBLIC UTILITIES, OAKWIND ESTATES HOMEOWNERS ASSOCIATION INC. PRESSURE
IRRIGATION AND LOT DRAINAGE. LOTS 11 AND 36, BLOCK 1 ARE ALSO DESIGNATED AS A
CROSS ACCESS / DRIVEWAY LOTS FOR THE BENEFIT OF ADJACENT LOTS 12, 13, 14 AND 15,
BLOCK 1 AND LOTS 37, 38 AND 39, BLOCK 1. USES AND MAINTENANCE OF SAID LOTS 11 AND
36, BLOCK 1 SHALL BE AS DEFINED IN THE CC&R DOCUMENTS FOR THIS DEVELOPMENT.
10- THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH
THE CITY OF MERIDIAN RECORDED AS INSTRUMENT NO. RECORDS OF ADA
COUNTY. IDAHO.
11- LOT 30 OF BLOCK 2, LOT 6 OF BLOCK 3 AND PORTIONS OF LOTS 34, 35, 36, 48, 49, 51 AND
52 OF BLOCK 1; LOTS 1, 2, 3, 17, 29, 31, 32, 33, 34 AND 35 OF BLOCK 2; LOTS 1, 5 AND 7 OF
BLOCK 3 AND LOT 5 OF BLOCK 4 AS SHOWN HEREON ARE SERVIENT TO AND CONTAIN THE
ADA COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE
ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER
DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015, AS INSTRUMENT NUMBER
2015-103256, OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED HEREIN BY THIS
REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE MASTER EASEMENT
AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO THE ADA COUNTY
HIGHWAY DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT
IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM.
12- THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT
TEMPORARY LICENSE AGREEMENT RECORDED AS INSTRUMENT NO. , RECORDS
OF ADA COUNTY. IDAHO.
13- THIS SUBDIVISION IS SUBJECT TO THE CC&R DOCUMENTS FOR OAKWIND ESTATES
SUBDIVISION NO. 1 TO BE RECORDED IN THE OFFICE OF THE ADA COUNTY RECORDER, AND
AS SUCH MAY BE SUBSEQUENTLY AMENDED.
-� �1-®
N89'16'58"W 856.52' 1/4
V 3333 2ozo INST NO pL LA
......................................................... 58976'58"E 2635.25'
........................................................................................................................................................................................................-...:. S
BASIS OF BEARING
0' 30' 60' 120'
SCALE: 1" = 60' Q
SEE SHEET 2 OF 4 FOR CURVE & LINE DATA
SURVEYOR'S NARRATIVE
0
THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM
SURVEYED TIES TO CONTROLLING SECTION CORNER
MONUMENTATION, THE PLATTED SUBDIVISION BOUNDARIES OF
THE OAKS NORTH SUBDIVISION NO. 1, THE OAKS NORTH
1g
SUBDIVISION NO. 10, INFORMATION FROM RECORD OF SURVEY ....................
NUMBERS 2712, 5362, 6717, 6811, 8989, 12188, AND CURRENT
DEEDS OF RECORD. THE SURVEYED MONUMENTATION AND
CONTROLLING BOUNDARIES FIT THE RECORDS WELL AND WERE
N.T.S.
ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION
SHOWN HEREON.
LEGEND
FOUND ALUMINUM CAP MONUMENT
FOUND BRASS CAP MONUMENT
FOUND 5/8" REBAR WITH PLS 11118
PLASTIC CAP, OR AS NOTED
SET 1/2" REBAR WITH PLS 11118
PLASTIC CAP
SET 5/8" REBAR WITH PLS 11118
PLASTIC CAP
CALCULATED POINT
LOT NUMBER
SURVEY TIE LINE
CENTER LINE
NOT TO SCALE
---- SECTION LINE
SUBDIVISION BOUNDARY LINE
ADJACENT PROPERTY LINE
LOT LINE
ZERO SETBACK LOT LINE, NO SIDE LOT
LINE EASEMENTS - SEE NOTE 2
PUBLIC UTILITY, PRESSURE IRRIGATION
AND LOT DRAINAGE EASEMENT LINE,
SEE NOTES 1 & 2
ADA COUNTY HIGHWAY DISTRICT
STORM DRAINAGE EASEMENT LINE
SEE NOTE 11
ADA COUNTY HIGHWAY DISTRICT
PERMANENT SIDEWALK EASEMENT LINE
INSTRUMENT NO.
OTHER EASEMENT LINE AS NOTED
CLINTON W. HANSEN a 1 1 1 18" 0
PLS 111187V =
0
N W.\At
Land olation
Land Surveying and Consulting
231 E. 5TH ST., STE. A
MERIDIAN, ID 83642
(208) 288-2040 fax (208) 288-2557
www.1andsolutions.biz
JOB NO. 19-73
SHEET 1 OF 4
OAKWIND ESTATES SUBDIVISION NO. 1
BOOK PAGE
CP&F INS
2020-02
1/4
29 9�
MLL
M
a
P
z
S 1/16
wa 2
s a
ci
0
m
0
z
25'
UNPLATTED
60.00'
9'18'59"E
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
BEARING
CHORD
C1
16.32'
147.00'
6'21'36"
S87'55'00"W
16.31'
C2
3.12'
723.50'
014'50"
N88'07'25"E
3.12'
C3
36.79'
700.00'
3'00'42"
S89'30'21"W
36.79'
C4
107.20'
300.00'
20'28'29"
N913'32"W
106.64'
C5
36.67'
123.50'
17ro0'42"
N82'30'21"E
36.53'
C6
113.05'
400.00'
1611'36'
S6'30'20"E
112.68'
C7
41.25'
400.00'
5'54'32"
S4'32'44"W
41.23'
C8
33.97'
300.00'
6'29'18"
S85'44'39"E
33.95'
C9
47.42'
123.50'
22'00'00"
S3'30'00"E
47.13'
C10
27.07'
100.00'
15'30'42"
N8315'21"E
26.99'
C11
33.44'
123.50'
15'30'42"
S6'44'39"E
33.33'
C12
70.69'
45.00'
90'00'00"
S46'00'42"W
63.64'
C13
70.69'
45.00'
90'00'00"
N43'59'18"W
63.64'
C14
33.94'
323.50'
6ro0'42"
N1'59'39"W
33.93'
C15
33.94'
323.50'
6'00'42"
N88ro0'21"E
33.93'
C16
47.96'
423.50'
629'18"
S8544'39"E
47.93'
C17
34.91'
723.50'
2'45'52"
S89'37'46"W
34.91'
C18
10.93'
676.50'
0'55'31"
S88'27'46"W
10.93'
C19
105.53'
323.50'
18'41'29"
S9'03'04"E
105.07'
C20
33.70'
100.00'
1998'31"
N81'29'45"E
33.54'
C21
31.88'
147.00'
12'25'38"
N78'31'23"E
31.82'
C22
63.19'
376.50'
9'37'01"
N9'47'38"W
63.12'
C23
50.62'
447.00'
6'29'18"
N85'44'39"W
50.59'
C24
36.41'
347.00'
6'00'42"
S88'00'21"W
36.39'
C25
37.68'
623.50'
3'27'47"
N17'43'53"W
37.68'
C26
15.21'
623.50'
1'23'51"
N15'18'04"W
15.21'
C27
56.01'
276.50'
11'36'24"
S5'38'32"E
55.92'
C28
38.69'
276.50'
8ro1'03"
S1527'15"E
38.66'
C29
11.58'
647.00'
1'01'33"
N18'57'00"W
11.58'
C30
43.30'
647.00'
3'50'06"
N16'31'11'W
43.30'
C31
28.72'
423.50'
3'53'08"
N12'39'34"W
28.72'
C32
43.53'
423.50'
5'53'20"
N7'46'20"W
43.51'
C33
43.36'
423.50'
5'52'00"
N1'53'40"W
43.34'
C34
41.69'
423.50'
5'38'23"
N3'51'32"E
41.67'
C35
6.07'
423.50'
0*49'17*
N7ro5'22"E
6.07'
C36
31.31'
276.50'
6'29'18"
S8544'39"E
31.29'
C37
36.63'
323.50'
6'29'18"
S8544'39"E
36.61'
C38
23.22'
100.00'
1318'22"
S3'27'45"E
23.17'
C39
7.65'
100.00'
423'04"
N1218'28"W
7.65'
C40
50.95'
147.00'
1951'36"
S4'34'12"E
50.70'
C41
9.92'
147.00'
3'51'54"
N12'34'03"W
9.91'
C42
29.88'
147.00'
11'38'48"
N4'48'42"W
29.83'
C43
27.07'
100.00'
15'30'42"
N6'44'39"W
26.99'
C44
15.14'
90.00'
938'21"
N8019'11"E
15.12'
C45
9.22'
90.00'
552'21"
N88'04'31"E
9.22'
C46
24.66'
110.00'
12'50'36"
N84'35'24"E
24.61'
C47
5.12'
110.00'
2'40'06"
N76'50'03"E
5.12'
C48
25.40'
21.50'
67'41'30"
N34'51'27"E
23.95'
C49
8.37'
21.50'
2218'30"
N79'51'27"E
8.32'
C50
3.51'
68.50'
2'56'22"
N89'32'31"E
3.51'
74.13'
S88'59'18"E
zz'i11 �,o'
I
� 3209 sf
UNPLATTED
LOCATED IN THE SW 1/4 OF THE SW 1/4 OF SECTION 28,
TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M.
CITY OF MERIDIAN, ADA COUNTY, IDAHO
2022
THE OAKS NORTH SUBD. NO. 10
BOOK __, PAGES
to O
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W W
GO N m N
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If p�p 6101 If
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N88'00'00"E
�51 J -__J
34.93'
C2 C17 11.10' 42.00' 660.00'
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rS88-00'00-W8'59
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J 0
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IAV
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
BEARING
CHORD
C51
26.26'
68.50'
21'57'57"
N77'05'21"E
26.10'
C52
18.11'
68.50'
15'08'40"
N58'32'03"E
18.05'
C53
30.25'
68.50'
2517'53"
N3818'47"E
30.00'
C54
29.47'
68.50'
24'39'08"
N13'20'16"E
29.25'
C55
9.84'
21.50'
26'13'22"
S7552'37"E
9.75'
C56
23.93'
21.50'
63'46'38"
S30'52'37"E
22.72'
C57
1.94'
68.50'
1'37'32"
S011'56"W
1.94'
C58
26.11'
68.50'
21'50'25"
S11'32'02"E
25.95'
C59
41.83'
68.50'
34'59'03'
S39'56'46"E
41.18'
C60
18.75'
68.50'
15'40'52"
S6516'44"E
18.69'
C61
18.97'
68.50'
15'52'08"
S81 W) CE
18.91'
C62
16.57'
347.00'
2'44'10"
NO'21'23"W
16.57'
C63
31.48'
300.00'
6'00'42"
N1'59'39"W
31.46'
C64
31.48'
300.00'
6'00'42"
S88W'21"W
31.46'
C65
45.30'
400.00'
629'18"
N85'44'39"W
45.27'
J.J4 o•/y 47.00
47.01' 71.86 67.94 S88'5.9
5'0000"E N87.36'48"E N89'17'05"E
L47 L
7 96 f
45 L4 BLOCK 5 C24 10.89,�6
9.5' a
N•' � N C15 52.39'
o S85'00'00"W
UNPLATTED
00'
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w
3990 If N
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S89'27'43"E 2 I�
42.00' O \
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0' 30' 60' 120'
SCALE: 1" = 60'
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56.00"
49. 52'
_ _ _ _ 184.96' W. DAPHNE ST. M
N8859'18"W
SEE CONTINUATION - SHEET 1 OF 4
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LEGEND
®
FOUND ALUMINUM CAP MONUMENT
Q
FOUND BRASS CAP MONUMENT
FOUND 1/2" REBAR WITH PLS 11118
PLASTIC CAP, OR AS NOTED
®
FOUND 5/8" REBAR WITH PLS 11118
PLASTIC CAP, OR AS NOTED
SET 1/2" REBAR WITH PLS 11118
O
PLASTIC CAP
®
SET 5/8" REBAR WITH PLS 11118
PLASTIC CAP
❑
CALCULATED POINT
18
LOT NUMBER
.............
SURVEY TIE LINE
CENTER LINE
----
SECTION LINE
SUBDIVISION BOUNDARY LINE
ADJACENT PROPERTY LINE
LOT LINE
0-
ZERO SETBACK LOT LINE, NO SIDE LOT
LINE EASEMENTS - SEE NOTE 1
PUBLIC UTILITY, PRESSURE IRRIGATION
AND LOT DRAINAGE EASEMENT LINE,
SEE NOTES 1 & 2
ADA COUNTY HIGHWAY DISTRICT
STORM DRAINAGE EASEMENT LINE
SEE NOTE 11
ADA COUNTY HIGHWAY DISTRICT
- - --
PERMANENT SIDEWALK EASEMENT LINE
INSTRUMENT NO.
OTHER EASEMENT LINE AS NOTED
N.T.S.
NOT TO SCALE
LINE TABLE
LINE TABLE
LINE TABLE
LINE #
LENGTH
DIRECTION
LINE #
LENGTH
DIRECTION
LINE #
LENGTH
DIRECTION
L1
3.02'
S88'59'18"E
L19
23.50'
N1ro0'46"E
L37
18.98'
N31'09'34"W
L2
28.54'
S44'47'25"E
L20
13.41'
N40'44'39"W
L38
14.41'
N4543'02'E
L3
9.94'
S45'23'24"E
L21
13.45'
N40'4439"W
L39
30.25'
S86'55'36"W
L4
15.82'
S45'23'24"E
L22
8.50'
N52'30'00"E
L40
13.70'
N35'00'00"E
L5
4.59'
S4535'11"W
L23
16.95'
N52'30'00"E
L41
24.72'
S41'38'16"W
L6
21.06'
S4535'11"W
L24
25.46'
S37'30'00"E
L42
11.01'
S46'00'42"W
L7
23.50'
N1'00'42"E
L25
1.50'
N1'00'42"E
L43
25.22'
N50'31'03"W
L8
23.50'
N1'00'46"E
L26
23.50'
N1'00'42"E
L44
23.51'
N85'00'00'E
L9
15.00'
N1'00'42"E
L27
23.50'
N1'00'42"E
L45
23.50'
N85'00'00"E
L10
7.35'
N1'00'28"E
L28
1.50'
N1'00'42"E
L46
19.66'
S46'00'42"W
111
25.98'
S27'48'05"W
L29
26.39'
S50'20'43"W
L47
23.50'
S8859'18"E
L12
23.50'
N1'00'42"E
L30
24.98'
N38'34'12"W
L48
23.50'
S88'59'18"E
L13
23.50'
N1'00'42'E
L31
10.76'
N74'25'18"W
L49
41.50'
N1'00'42"E
L14
11.79'
N6018'04'W
L32
22.78'
N88'59'18"W
L50
14.14'
S43'59'18"E
L15
13.97'
N6018'04'W
L33
9.70'
N75'30'00"E
L51
27.02'
N88'59'18'W
L16
20.22'
N43'00'47"E
L34
9.70'
S75'30'00"W
L52
33.20'
N75'30'00'E
L17
6.53'
N43ro0'47"E
L35
12.20'
N14'30'00"W
L53
23.50'
N2'00'00"W
L18
23.50'
N1'00'58"E
L36
29.92'
N14'30'00"W
L54
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Land Surveying and Consulting
231 E. 5TH ST., STE. A
MERIDIAN, ID 83642
(208) 288-2040 fax (208) 288-2557
www.1andsolutions.biz
JOB NO. 19-73
SHEET 2 OF 4
OAKWIND ESTATES SUBDIVISION NO. 1
BOOK PAGE
CERTIFICATE OF OWNERS
KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED BELOW IN
ADA COUNTY, IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED PROPERTY IN THIS PLAT OF OAKWIND ESTATES
SUBDIVISION NO. 1;
A PARCEL BEING LOCATED IN THE SW % OF THE SW % OF SECTION 28, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF
MERIDIAN, ADA COUNTY, IDAHO, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A BRASS CAP MONUMENT MARKING THE SOUTHWEST CORNER OF SAID SECTION 28, FROM WHICH A BRASS CAP MONUMENT
MARKING THE SOUTHEAST CORNER OF THE SW % (S % CORNER) OF SAID SECTION 28 BEARS S 89-16-58" E A DISTANCE OF 2635.25 FEET;
THENCE N 1°00'42" E ALONG THE WEST BOUNDARY OF SAID SW % OF SECTION 28 A DISTANCE OF 1315.47 FEET TO THE NORTHWEST
CORNER OF SAID SW % OF THE SW % (S 1/16 CORNER);
THENCE ALONG THE NORTH BOUNDARY OF SAID SW '/a OF THE SW % S 89018'59" E A DISTANCE OF 60.00 FEET TO A POINT;
THENCE LEAVING SAID NORTH BOUNDARY S 1 000'42" W A DISTANCE OF 751.85 FEET TO POINT;
THENCE S 88059'18" E A DISTANCE OF 74.13 FEET TO A POINT;
THENCE N 85°00'00" E A DISTANCE OF 47.01 FEET TO A POINT;
THENCE S 5042'58" E A DISTANCE OF 3.34 FEET TO A POINT;
THENCE N 87036'48" E A DISTANCE OF 71.86 FEET TO A POINT;
THENCE N 89017'05" E A DISTANCE OF 67.94 FEET TO A POINT;
THENCE N 46000'42" E A DISTANCE OF 5.79 FEET TO A POINT;
THENCE S 88059'18" E A DISTANCE OF 47.00 FEET TO A POINT;
THENCE S 43059'18" E A DISTANCE OF 11.31 FEET TO A POINT;
THENCE S 88059'18" E A DISTANCE OF 66.00 FEET TO A POINT;
THENCE N 1 °00'42" E A DISTANCE OF 213.00 FEET TO A POINT;
THENCE S 88°59'18" E A DISTANCE OF 217.30 FEET TO A POINT;
THENCE N V00'46" E A DISTANCE OF 119.00 FEET TO A POINT;
THENCE N 88°59'18" W A DISTANCE OF 18.00 FEET TO A POINT;
THENCE N V00'42" E A DISTANCE OF 72.88 FEET TO A POINT ON A CURVE;
THENCE A DISTANCE OF 16.32 FEET ALONG THE ARC OF A 147.00 FOOT RADIUS NON -TANGENT CURVE RIGHT, SAID CURVE HAVING A
CENTRAL ANGLE OF 6°21'36" AND A LONG CHORD BEARING S 87°55'00" W A DISTANCE OF 16.31 FEET TO A POINT OF TANGENCY;
THENCE N 88°59'18" W A DISTANCE OF 27.02 FEET TO A POINT;
THENCE N V00'42" E A DISTANCE OF 120.13 FEET TO A POINT;
THENCE S 89°47'32" W A DISTANCE OF 11.00 FEET TO A POINT;
THENCE N V00'42" E A DISTANCE OF 74.74 FEET TO A POINT;
THENCE N 2°00'00" W A DISTANCE OF 47.00 FEET TO A POINT;
THENCE N 88°00'00" E A DISTANCE OF 34.93 FEET TO A POINT OF CURVATURE;
THENCE A DISTANCE OF 3.12 FEET ALONG THE ARC OF A 723.50 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF
0°14'50" AND A LONG CHORD BEARING N 88°07'25" E A DISTANCE OF 3.12 FEET TO A POINT;
THENCE N V00'42" E A DISTANCE OF 102.52 FEET TO A POINT ON THE SOUTHERLY BOUNDARY OF THE OAKS NORTH SUBDIVISION NO. 10, AS
SHOWN IN BOOK OF PLATS ON PAGES , RECORDS OF ADA COUNTY, IDAHO;
THENCE ALONG THE BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 10 THE FOLLOWING COURSES AND DISTANCES:
THENCE S 88°59'18" E A DISTANCE OF 148.00 FEET TO A POINT;
THENCE S 1 °00'42" W A DISTANCE OF 171.03 FEET TO A POINT;
THENCE S 15°28'05" E A DISTANCE OF 262.84 FEET TO A POINT;
THENCE S 10°22'36" E A DISTANCE OF 85.82 FEET TO A POINT ON THE WESTERLY BOUNDARY OF THE OAKS NORTH SUBDIVISION
NO. 1, AS SHOWN IN BOOK 117 OF PLATS ON PAGES 17940 THROUGH 17943, RECORDS OF ADA COUNTY, IDAHO;
THENCE LEAVING THE BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 10, AND ALONG SAID WESTERLY BOUNDARY THE FOLLOWING
COURSES AND DISTANCES:
THENCE S 85°08'45" W A DISTANCE OF 11.10 FEET TO A POINT;
THENCE S 1 °00'42" W A DISTANCE OF 142.12 FEET TO A POINT;
THENCE S 4°19'19" E A DISTANCE OF 136.47 FEET TO A POINT;
THENCE S 1 °00'42" W A DISTANCE OF 50.00 FEET TO A POINT;
THENCE S 88°59'18" E A DISTANCE OF 3.02 FEET TO A POINT;
THENCE S 44°47'25" E A DISTANCE OF 28.54 FEET TO A POINT;
THENCE S 0°43'02" W A DISTANCE OF 383.23 FEET TO A POINT;
THENCE S 45°43'02" W A DISTANCE OF 52.33 FEET TO A POINT;
THENCE S 0°43'02" W A DISTANCE OF 37.00 FEET TO A POINT ON THE SOUTH BOUNDARY OF SAID SW % OF THE SW Y,;
THENCE LEAVING THE BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 1 AND ALONG SAID SOUTH BOUNDARY N 891658" W A
DISTANCE OF 856.52 FEET TO THE POINT OF BEGINNING.
THIS PARCEL CONTAINS 16.83 ACRES MORE OR LESS.
ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN
HAS AGREED IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION.
THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC. PUBLIC UTILITY, IRRIGATION AND DRAINAGE
EASEMENTS ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF ACCESS TO, AND USE OF, THESE EASEMENTS IS
HEREBY RESERVED FOR PUBLIC UTILITIES, DRAINAGE AND FOR ANY OTHER USES AS MAY BE DESIGNATED HEREON AND NO PERMANENT
STRUCTURES OTHER THAN FOR SAID USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS.
IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS DAY OF
THE OAKS BUILD TO RENT, LLC, A DELAWARE LIMITED LIABILITY COMPANY
BY DARRYL BERGER, MEMBER
ACKNOWLEDGMENT
STATE OF IDAHO )
COUNTY OF ADA 3 S.S.
20
ON THIS _ DAY OF , 20 , BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE PERSONALLY
APPEARED DARRYL BERGER, KNOWN OR IDENTIFIED TO ME TO BE A MEMBER OF THE OAKS BUILD TO RENT, LLC, A DELAWARE LIMITED
LIABILITY COMPANY, THE PERSON WHO EXECUTED THE FOREGOING "CERTIFICATE OF OWNERS" AND ACKNOWLEDGED TO ME THAT SAID
LIMITED LIABILITY COMPANY EXECUTED THE SAME.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST
ABOVE WRITTEN.
MY COMMISSION EXPIRES
RESIDING AT
NOTARY PUBLIC FOR THE STATE OF IDAHO
CERTIFICATE OF SURVEYOR
I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE
STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM
THE FIELD NOTES OF A SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY
REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE
RELATING TO PLATS AND SURVEYS.
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CLINTON W. HANSEN 1 1 1
PLS 11118 VPie?! L
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"Lan oolutions
Land Surveying and Consulting
231 E. 5TH ST., STE. A
MERIDIAN, ID 83642
(208) 288-2040 fax (208) 288-2557
www.landsol uti ons. b iz
JOB NO. 19-73
SHEET 3 OF 4
OAKWIND ESTATES SUBDIVISION NO. 1
BOOK PAGE
HEALTH CERTIFICATE
SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED
ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE
CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE -IMPOSED, IN ACCORDANCE WITH
SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL.
CENTRAL DISTRICT HEALTH, EHS DATE
APPROVAL OF CITY COUNCIL
I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY ,IDAHO, DO HEREBY
CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF
20 , THIS PLAT WAS DULY ACCEPTED AND APPROVED.
CITY CLERK
APPROVAL OF THE CITY ENGINEER
I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY
APPROVE THIS PLAT.
CITY ENGINEER - MERIDIAN. IDAHO
APPROVAL OF ADA COUNTY HIGHWAY DISTRICT
THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY
DISTRICT COMMISSIONERS ON THE DAY OF , 20
PRESIDENT, ADA COUNTY HIGHWAY DISTRICT
CERTIFICATE OF THE COUNTY SURVEYOR
I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I
HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO
PLATS AND SURVEYS.
ADA COUNTY SURVEYOR
CERTIFICATE OF THE COUNTY TREASURER
I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE
REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND OR DELINQUENT
COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL.
THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY.
DATE:
COUNTY TREASURER
CERTIFICATE OF COUNTY RECORDER
STATE OF IDAHO
COUNTY OF ADA S.S.
INSTRUMENT NO.
I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF
LAND SOLUTIONS, P.C., AT MINUTES PAST O'CLOCK .M. ON
THIS DAY OF 20 , IN BOOK OF PLATS AT PAGES
DEPUTY
FEE:
EX-OFFICIO RECORDER
L LA
CLINTON W. HANS (L L
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111 o 10-
PLS 11118 _ s0k a �%: —
Lan ®lutvOns
Land Surveying and Consulting
231 E. 5TH ST., STE. A
MERIDIAN, ID 83642
(208) 288-2040 fax (208) 288-2557
www.Ia ndsolutions. biz
JOB NO. 19-73
SHEET 4 OF 4