CC - Final Plati\
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PLAT SHOWING
The Oaks South Subdivision No. 7
Situated in the Northwest Quarter of
Section 33, Township 4 North, Range 1 West, Boise Meridian,
City of Meridian, Ada County, Idaho.
2018
29 28 Basis of Bearing 28
S89' 16'50"E
32;' 33 CP&F #106023326 2635.34'
33 CP&F #2016-054583
The Oaks South
L36 L4
L3
Subdivision No. 5 L5
p2 j S89' 16'50"E 385.00' L6
3 °.•
o
N 6✓ �4 24 23 22 Block 13 19 • S6yt_
E �. 21 20 /0/ 4>,,
o cr® 0y Block 15
4 0 18 2�3 86
17
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°
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16' CPQ '�
5 \ ( LALA .
I
12 11 10 Block 18 15 rnJ?-._
r-0) ,w,^^ I 9
V) .4-W
N N O 6 I 8 L7
00 0 6 �_-�_- C3
Block 18 • ' N
7
(D 13 14 15 Block 18 4 3 • The Oaks South
r") 16 0 va, Subdivision No. 6
2
17 o\ tps
0 8 �_� 18
z 0 19
- _ " 20 Block 18 .
21 �\ 22 NN.
OW
9 10 11 Block 15 , \ 23 �,•
12
56.42,20» 13 _ `` `
83 5' E_ { 14 W Ce` ` •
1 _ • 17 s'"p Or 2 L11 ( b - oro
L1 Ll 1 18 , •
19 Block 15 w
®15 20 co
Point of V—
Beginning _J 21
common Lot 22 00
LO
O
•
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En
common Lot
•
N�6.44 16
25"W • 3
950.50, 0)
0
to � 0
Unplatted •
W 1/4 Corner
CP&F. No. 97095923
See sheet 6 for line & curve tables.
PLAT BOOK
PAGE
Legend
0 100 200
Scale in Feet
- Subdivision Boundary Line
- Lot Line
- - -
- Section Line
- -
- Center Line
- Right-of-way Line
- Adjacent Property Line
• • •
- Match Line
-- - - - - - -
- - Plat Tie
- — — — — - — —
- - Utility Easement Line
+
— Section Corner, Found Brass Cap
- Quarter -Section Corner, Found 5/8" Rebar
- Found Brass Cap
O
- Found 1/2" Rebar
0
- Found 5/8" Rebar. Plastic Cap Marked
"JUB 11334", Unless Otherwise Noted
- Found Aluminum Cap
- Found PK Nail, Reset w/5/8" Rebar &
Plastic Cap Marked "JUB 11334"
- Found 1/2" Rebar, Reset w/5/8" Rebar &
Plastic Cap Marked "JUB 11334"
O
- Found 5/8" Rebar, Added
Plastic Cap Marked "JUB 11334"
•
- Set 1/2"x24" Rebar, with
Plastic Cap Marked "JUB 11334"
O
- Set 5/8"x24" Rebar, with
Plastic Cap Marked "JUB 11334"
- Point Not Set or Found
C#
- Curve Number (Typical)
L#
- Course Number (Typical)
#
- Lot Number (Typical)
[####]
- PLS Number Found on Monument
RM
- Reference Monument
s,
,CJ U�B���
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OF
J -U -B ENGINEERS, INC.
cyq£t S. 6y�
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 f 208 323 9336 w www.jub.com
JUB Project No. 10-17-110 SHEET 1 OF 9
PLAT SHOWING PLAT BOOK
The Oaks South Subdivision No. 7
YUKA
0 200 400
Scale in Feet
PAGE
9
12� OZ • 25 00 ' L3 S89' 16'50"E 385.00' S89' 16'50" /
E 385.00
»E n Y P
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N83°38'5 1 "W- _ I ►v I ' I.
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See sheet 6 for line & curve tables.
cn ' 11 .z o / � S54'20'07" W
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19 C23 C25 �- 1 / _o I J 'y N I 0 M
C26 70 _� - - J / 1 0 0
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-- - ---
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_ _ _ C21 _ _ _ S80°30► "E Dr. (Public
C20 C) � - ` � L
24 47 75.99, _ \ C88 Scale in Feet
—}'- -42_85
F- — — 00--7 r- _ _ — _ 33.14' C32 I
C29_
C
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I 1 1 1 C3
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1
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/� 78'25'02„w J
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rn 7 �
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1 to
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I
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C48 J _ L II ° Z �i�y� F of
_ Sheet 2
so-
C5� ; _II Sheet "Sheet 5
3 ' Sheet 4 ' J -U-6 ENGINEERS, INC.
CS3 ��\
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 2 OF 9
o L
Z
N77.36'05"W
91.88' -
See sheet 6 for line & curve tables.
PLAT SHOWING
The Oaks South Subdivision No. 7
PLAT BOOK
0 200 400
Scale in Feet
PAGE
I
oi
^ M
10
0; ' W �� ' Ke Ma
LO
o�� -J/
13 ^� Y p
o I N Co ^ cv f '
' k '�� I z ' N rn Block 18
2 o W /
Co
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J%'` \ • 580.30'47"E 20 1.80, •06, _ _ J L` _ 1 E 0)i0. n
C46 E
_— - � 47"_201.80' C48 _ J
Sheet
° �
I
w Lesina pr. - _ _ ® heet
.' . 2 Sheet
e
44 S80•30' " Publlc) '--p-- _ CSO , �l Sheet 3 �-5
��-72.94'- _ 47 E 201• , �� - Sheet
80 -_ C5, CS ` 4 _ 0 40 80
co - - _ _75. 00,
5386, �\ �
" 1 I- _ _ _ LIJ- T — C_47 C58-
8 r Scale in Feet
mss. L � �
(0 LLJ
rn d 1 f1 - WT 1 r Cx , IJ
15
S76.44,25"E 940 e \ � \
� o
16 I� �
common Lot
/V76.44, M
25 W
950 50, ,c a
,
(rJw EB
J -U -B ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 3 OF 9
PLAT SHOWING
The Oaks South Subdivision No.
. NCO
d�
Sheet I rn W
Sheet 3 . Sheet 5 � 19
t ^
Sheet 4 N � o
0 20
fV '
CS4, ( ( • (• °' 0) C1q 09
vN Block 18 w
Co ° e 1 21 i
,i ( 5 • ( N 3 1 v7
22 1
C66 C63
\C67 4.77= -, ( ( ( 23 , rn
5
( •�
r L
= ;_ I 1 N
I (( _ e C65 6
75
- S7.33 24 "E 18 S. 18' �J L `n o
S76• 6.95,
MC'q21 _ J
�, re C62 _ 3`4"E 18 .8 _ _�
e 6.95' C69 14.3
--6'
_ 6 W Le •
4 _ 68 S76 -313.24'"t
76. 3' s�nQ Or. , ` �' N
6' 3 2 (Pub/1q)0 (
/ 3 ( 17 / ` / /� _ ` °3 4 E 186.950 _ cn w,
1 - _ _ �` �_=71 _ �•oc�
C14 Co
o r��_ _ L25 (A
to 14, CO O
I� 6)M .N rn / 5 / 3 ' Ct
m
3.58 C72
0 18w
o / / co 0
CV 46 19
N Block 1520
e ` /
\V69*53 4 „ 4.40' L _ e I / / o /
9 W 21 co
, LO
.—
U)
CIV
22 ►� w
r- ..
.000 —j
/ \ \ S76.3 �-5 s /
3 24 "E 85, 00, e e e / / o � 00
e v ` 292 53, ►� J L ` / / o
I\ \ \ S76.4425 "E g4 ` \ e — ' 47 53, �_ — J L _o I
0.11 _ 27,51 - ` lL 5'--I
_ L24 J
� S79• 92.73'
15 - 30 55 "E 120.24'
V6
` common Lot - - — 12.04=_ �
° 00
` N W
common Lot ` 0;N
N
16 16
s
2.34'
' a
w
S76-4,4.9 ---
25
76.44X25 "E OD
950.50S 0)
3
A
See sheet 6 for line & curve tables.
7
0 200 400
Scale in Feet
0 40 80
Scale in Feet
PAGE
Key Map
1CJ B
4
�i qlF 0f
cygEt S. ®y�
J -U -B ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 4 OF 9
PLAT SHOWING
N The Oaks South Subdivision No. 7
L6
_ S.54'20'07"W
14.18
18 •4 s, \s So, S .860
0 40 80
17
Scale in Feet
00 00
L/
8,8 / / Block 13 ^ wl \ n
� N
,\ \ C84\ \\ / /l \ 0%
` C3 •I �� C8S �'� \�00
\\ �
5 \ 2
15 \ w
LO
i 4i I I � •
47
C80 74
\C,6 0 C2
6 L7
LOCIO
I - - N
W. Torana Dr. Public) o
Io`�, ,� ;� 5 I I C8 o C3
1 Z I O; I , - _C75 . •
I5' C73
7 `o' I I N� Block 18 1 1 '- -� r--------\
X66•`3>' h I 00
o `�� 4 'w - I II 5, �\\Ln
_ I
\ cp.
W 1 5 �
��I I � \
3
1
JqM �
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.Il�66 IL-5'_ 5.3�O) �V co' - \ 4
J� ` JN N
11
5 2
0 11")I �26,
W
z N78.03,09»w
\ \
o
�, N78•o3,09,18 pi
Cr
s"M _
Sh i M I II s' 1 ?, 03 09"E- — -N84 06'04"E�
w T r— _ 75.0 j,
I ' eet She o 19 I - - _ 57.43'
Sheet 3 et 5 I
Sheet 4 '- . I• v 0o I I I I 0.
I I ® O CV 0) N N I 1—' \•
See sheet 6 for line & curve tables.
PLAT BOOK.
0 200 400
Scale in Feet
PAGE
Key Map
1 S T J*'0
i
�fj qlF OF
cyq£t
S. gyp
J—U—B ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 5 OF 9
PLAT SHOWING
ID
The Oaks South Subdivision No. 7
Curve Table - This Sheet Only
Curve #
Length
Radius
Delta
Chord Bearing
Chord Length
C1
48.69'
475.00'
552'25"
S22'53'04"E
48.67'
C2
2.30'
275.00'
0'28'43"
N84'28'25"E
2.30'
C3
14.33'
325.00'
2'31'37"
N83'26'59"E
14.33'
C4
53.82'
525.00'
5'52'25"
522'53'04"E
53.80'
C5
51.26'
500.00'
5'52'25"
S22'53'04"E
51.23'
C6
15.15'
456.29'
1'54'08"
N24!52'1 2'V
15.15'
C7
114.22'
506.29'
12'55'35"
N19'21'29"W
113.98'
C8
106.96'
456.29'
13'25'52"
N 17' 12'1 YW
106.72'
C9
151.37'
481.26'
18'01'17"
N16'48'40"W
150.75'
C10
155.95'
481.29'
18'33'56"
N01'28'55"E
155.27'
C11
307.32'
481.29'
36'35'09"
N07'31'42"W
302.13'
C13
102.87'
456.29'
12'55'04"
N04'01'45"W
102.66'
C14
66.38'
456.29'
8'20'05"
N06'35'50"E
66.32'
C15
84.18'
506.29'
9'31'37"
NO2'03'23"E
84.09'
C16
34.86'
506.29'
3'56'41"
N08'47'32"E
34.85'
C17
291.36'
456.29'
3635'09"
N07'31'42"W
286.44'
C18
119.04'
506.29'
13'28'18"
N04'01'44"E
118.77'
C19
13.67'
525.00'
1'29'32"
S82'56'43"W
13.67'
C20
17.00'
475.00'
2'03'04"
S83'13'29"W
17.00'
C21
94.14'
475.00'
11'21'20"
S89'55'41 "W
93.99'
C22
150.86'
500.00'
17'17'16"
N89'09'25'W
150.29'
C23
75.06'
525.00'
8'11'32"
S87'47'1 5"W
75.00'
C24
32.18'
475.00'
3'52'52"
N82'27'13"W
32.17'
C25
69.67'
525.00'
7'36'12"
N84'18'53"W
69.62'
C26
158.41'
525.00'
17'17'16"
N89'09'25"W
157.81'
C27
143.32'
475.00'
17' 17'16"
N89'09'25"W
142.78'
C28
4.40'
1025.00'
0'14'46"
N80'23'24"W
4.40'
C29
41.87'
975.00'
2'27'38"
N79'16'58"W
41.87'
C30
75.08'
1025.29'
4'11'45"
N78'10'08"W
75.06'
C31
75.27'
975.00'
4'25'23"
N75'50'28"W
75.25'
C32
186.85'
1000.00'
10'42'21 "
N75'09'36"W
186.58'
C33
15.05'
1030.09'
0'50' 14"
N75'38'53"W
15.05'
C34
74.84'
1025.00'
4'11'00"
N73'08'13'V
74.82'
C35
15.12'
975.00'
0'53'19 "
N73' 11'06"W
15.12'
C36
49.92'
975.00'
2'56'01 "
N71' 16'26"W
49.91'
C37
182.18'
975.00'
10'42'21 "
N75'09'36"W
181.92'
C38
191.53'
1025.00'
1042'21 "
N75'09'36"W
191.25'
C39
35.01'
85.00'
23'36'05"
S01'02'10"E
34.77'
C40
55.76'
35.00'
91'16'40"
S34'52'27"E
50.05'
C41
95.59'
60.00'
91'16'40"
S34'52'27"E
85.79'
C42
45.54'
85.00'
30'41'56"
S28'11'11"E
45.00'
C43
42.75'
85.00'
28'49'04"
S57'56'41 "E
42.30'
C44
12.10'
85.00'
8'09'34"
S76'26'00"E
12.09'
Curve Table - This Sheet Only
Curve #
Length
Radius
Delta
Chord Bearing
Chord Length
C45
135.41'
85.00'
91'16'40"
S34'52'27"E
121.54'
C46
3.94'
1025.00'
0' 13' 13"
N80'24' 10"W
3.94'
C47
31.14'
975.00'
1'49'48"
N79'35'53"W
31.14'
C48
75.08'
1025.00'
411'48"
N78'11'39"W
75.06'
C49
75.21'
975.00'
4'25'1 0"
N76'28'24"W
75.19'
C50
75.51'
1025.00'
4' 13'14"
N73'59'08"W
75.49'
C51
81.38'
975.00'
4'46'55"
N71°52'21 "W
81.35'
C52
15.00'
975.00'
0'52'53"
N69'02'27"W
15.00'
C53
15.19'
1025.00'
0'50'57"
N71 *27'02"W
15.19'
C54
61.05'
1025.00'
324'45"
N69'19'12"W
61.04'
C55
16.78'
975.00'
059'11
N68'06'25"W
16.78'
C56
219.51'
975.00'
12'53'58"
N74'03'48"W
219.04'
C57
230.76'
1025.00'
12'53'58"
N74'03'48"W
230.28'
C58
225.14'
1000.00'
12'53'58"
N74'03'48"W
224.66'
C59
15.49'
975.00'
0'54'36"
S68'04'08"E
15.49'
C60
68.23'
1025.00'
3'48'49"
S69'31'14"E
68.21'
C61
76.12'
975.00'
428'23"
S70'45'37"E
76.10'
C62
85.12'
1025.00'
4'45'30"
S73'48'24"E
85.10'
C63
60.58'
975.00'
3'33'35"
S74'46'37"E
60.57'
C64
6.64'
1025.00'
0'22' 16"
S76'22'1 6"E
6.64'
C65
159.99'
1025.00'
8'56'35"
S72'05'07"E
159.82'
C66
152.18'
975.00'
8'56'35"
S72'05'07"E
152.03'
C67
156.08'
1000.00'
8'56'35"
S72'05'07"E
155.93'
C68
41.53'
325.00'
719'15"
S80'1 3'02"E
41.50'
C69
82.77'
275.00'
17' 14'41 "
S85'1 0'45"E
82.46'
C70
56.29'
325.00'
9'55'25"
S88'50'22"E
56.22'
C71
90.29'
300.00'
1714'41 "
S85' 10'45"E
89.95'
C72
97.82'
325.00'
17' 14'41 "
S85' 10'45"E
97.45'
C73
55.66'
325.00'
9'48'46"
N89'37'10"E
55.59'
C74
135.77'
275.00'
28' 17'14"
S81'08'36"E
134.39'
C75
75.20'
325.00'
13'15'27"
S78'50'43"E
75.03'
C76
206.58'
300.00'
39'27'16"
S7533'35"E
202.53'
C77
77.89'
325.00'
13'43'55"
S65'21'02"E
77.71'
C78
53.60'
275.00'
11'10'02"
S61'24'58"E
53.51'
C79
15.04'
325.00'
2'39'08"
S57'09'31 "E
15.04'
C80
189.37'
275.00'
39'27' 16"
S7533'35"E
185.65'
C81
223.80'
325.00'
39'27'16"
S7533'35"E
219.40'
C82
40.46'
425.00'
5'27'15"
N58'33'34"W
40.44'
C83
65.08'
375.00'
9'56'36"
N60'48'14"W
65.00'
C84
63.20'
425.00'
8'31'14"
N65'32'49"W
63.14'
C85
103.66'
425.00'
13'58'29"
N62'49'1 1"W
103.40'
C86
91.46'
375.00'
13'58'29"
N62'49'11"W
91.24'
C87
97.56'
400.00'
13'58'29"
N62'49'11"W
97.32'
PLAT BOOK PAGE
Line Table - This Sheet Only
Line #
Direction
Length
L1
N70'03'09"E
50.00'
L2
S25'49' 16"E
6.18'
L3
N71'39'48"E
57.38'
L4
S1 1'40'44"E
38.59'
L5
N89'54'55"E
25.35'
L6
S80'30'47"E
62.69'
L7
S05' 17'1 YE
50.00'
L8
S03'51'33"E
50.00'
L9
S00'14'32"E
81.37'
L10
N00'31'04"E
120.80'
L11
N89'17'25"W
89.91'
L12
N7642'20"W
76.29'
L13
N25'49'16"W
6.18'
L14
S25'49' 16"E
6.18'
L15
S5446'55"E
29.25'
L16
N82'11'57"E
54.92'
L17
N82'11'57"E
54.92'
L18
N39'10'49"E
29.25'
L19
S10'45'53"W
49.35'
L20
S10'45'53"W
40.64'
L21
S10'45'53"W
8.71'
L22
N59'47'42"E
15.39'
L23
S30'10'31 "E
12.78'
L24
S50'05' 14"W
15.42'
L25
S86'11'55"W
14.39'
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J -U -B ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 6 OF 9
PLAT SHOWING
The Oaks South Subdivision No. 7
Notes
1. Lot 7, of Block 18, Lots 15 & 16 of Block 13, And Lot 8 of Block 13 are common lots and will be
owned and maintained by The Oaks Subdivision Homeowner's Association.
2. The pressurized irrigation system shall be owned and maintained by The Oaks Subdivision Homeowner's
Association. Water is provided by Settlers Irrigation District.
3. Any re—subdivision of this plat shall comply with the applicable zoning regulations in effect at the time
of the re—subdivision.
4. Minimum building setbacks and dimensional standards in this subdivision shall be in compliance with the
applicable zoning regulations of the City of Meridian, Idaho.
5. This Development is subject to a Development Agreement Instrument No. -------.
6. Lots shall not be reduced in size without prior approval from the Health Authority.
7. No additional domestic water supplies shall be installed beyond the water system approved in sanitary
restriction release.
8. Reference is made to the public health letter on file with Ada County Recorder regarding additional
restrictions.
9. This development recognizes Section 22-4503 of Idaho Code, Right to Farm Act, which states, "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 nonagricultural 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."
10. This development is subject to ACHD License Agreement Instrument No. ----------
11. Per the City of Meridian, bottom elevation of structural footings shall be set a minimum of 12—inches
above the highest established normal ground water elevation. On December 17, 2015, Geotek excavated
twelve test pits to depths between 7 and 15 feet and encountered no ground water.
12. Direct lot access to N. Rustic Oak Way is prohibited.
13. That portion of Lot --, Block -- and Lot -- and --, Block -- south of the Five Mile Creek
Right—Of—Way line delineated hereon falls within the Five Mile Creek Right—Of—Way as described in
Instrument No. -----, Records of Ada County, Idaho, and is subject to the terms and conditions
described therein.
14. Michael S. Byrns, PLS 11334, is JUB Engineer's successor licensee, per Idaho Code 54-1223(6) and is
the professional in responsible charge replacing Cody M. McCommon, PLS 11779.
Reference Documents
Subdivisions:
Surveys:
Deeds:
Easements:
Easement Notes
PLAT BOOK
1. Lot 7, Of Block 18, Lots 15 & 16 Of Block 13, And Lot 8 Of Block 13 are hereby designated as
having a Utility Easement and a Pressure Irrigation Easement co—situate with said lots.
2. All Utility Easements shown or designated hereon are non—exclusive, perpetual, shall run with
the land, are appurtenant to the lots shown hereon, and are hereby reserved for the
installation, maintenance, operation, and use of public and private utilities, sewer service, cable
television/data; appurtenances thereto; and lot drainage.
3. All Pressure Irrigation easements shown or designated hereon are non—exclusive, perpetual, shall
run with the land, are appurtenant to the lots shown hereon, and are hereby reserved unto the
The Oaks Subdivision Homeowner's Association, Inc. for the installation, maintenance, operation,
access to, and use of pressurized & gravity irrigation; transportation of water; and
appurtenances thereto.
4. All Irrigation easements shown or designated hereon are non—exclusive, perpetual, shall run with
the land, are appurtenant to the lots shown hereon, and are hereby reserved unto The Oaks
Subdivision Homeowner's Association, Inc. for the installation, maintenance, operation, access to,
and use of drainage & irrigation; transportation of water; and appurtenances thereto.
5. A portion of Lot -- of Block --, all of Lot — of Block --, and a portion of Lot -- of
Block -- are servient to and contain the ACHD 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 ----,-----, 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 ACHD
pursuant to section 40-2302 Idaho code. The Master Easement is for the operation and
maintenance of the storm water drainage system.
6. See Instrument Number's — and — for existing ACHD Right—of—Way
Easements.
7. See Instrument Number & N for existing City of Meridian Pathway
Easement.
8. No Utility or Pressure Irrigation Easement created hereon shall preclude the construction and
maintenance of hard—surfaced driveways, landscaping, parking, or other such nonpermanent
improvements.
9. All easements are parallel (or concentric) to the lines (or arcs) that they are dimensioned
from unless otherwise noted.
PAGE
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7-7�11r
J -U -B ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 7 OF 9
PLAT SHOWING
The Oaks South Subdivision No. 7
Certificate of Owners
PLAT BOOK
PAGE
Know all people by
these presents: that Toll ID I LLC, an Idaho limited liability company, does hereby certify that it is the owner of that real property
to be known as The Oaks South Subdivision No. 7, and that it intends to include said real property, as
described below, in this plat:
On this
To Wit:
of _,
in the year 20_M, before me, a
Notary Public
A parcel of land situated in the northwest quarter of Section 33, Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho,
and being more particularly described as follows:
Commencing at the
northwest corner of Section 33, Township 4 North, Range 1 West, Boise Meridian, which bears N89'16'50"W, 2635.34 feet from the
north quarter -section corner of Section 33;
Thence
S00'32'37"W,
1042.49 feet along the west line of the northwest quarter to the north right-of-way line of the Five Mile Drain;
instrument and acknowledged to me
Thence
S76'42'20"E,
1183.15 feet along the north right-of-way line of the Five Mile Drain to the POINT OF BEGINNING:
Thence
NOT43'36"E,
474.06 feet;
Thence
N21'04'20"W,
150.12 feet;
Thence
N68'55'40"E,
121.02 feet;
Thence
N70'03'09"E,
50.00 feet;
Thence
48.69 feet on
a non -tangent curve to the left, concave Northeast, having a radius of 475.00 feet, a central angle of 05'52'25", a chord bearing of 522'53'04"E, and a chord length of 48.67 feet;
Thence
S25'49'16"E,
6.18 feet;
Thence
N71'3948"E,
57.38 feet;
Thence
S89'16'50"E,
385.00 feet to the northwest corner of The Oaks South Subdivision No. 6 (Book _ _ of Plats at Pages _ through
_, records of Ada County, Idaho);
Thence
S11'40'44"E,
38.59 feet along the boundary of The Oaks South Subdivision No. 6;
Thence
N89'5455"E,
25.35 feet along the boundary of The Oaks South Subdivision No. 6;
Thence
S80'30'47"E,
62.69 feet along the boundary of The Oaks South Subdivision No. 6;
Thence
S64'24'47"E,
185.79 feet along the boundary of The Oaks South Subdivision No. 6;
Thence
continuing S64'24'47"E, 68.07 feet along the boundary of The Oaks South Subdivision No. 6;
Thence
S18'53'48"E,
136.96 feet along the boundary of The Oaks South Subdivision No. 6;
Thence
2.30 feet on
a non -tangent curve to the right, concave North, having a radius of 275.00 feet, a central angle of 00'28'43", a chord bearing
of 584'28'25"W, and a chord length of 2.30 feet, along the boundary of The Oaks South Subdivision No. 6;
Thence
S05'17'1YE,
50.00 feet along the boundary of The Oaks South Subdivision No. 6;
Thence
14.33 feet on
a non -tangent curve to the left, concave North, having a radius of 325.00 feet, a central angle of 02'31'37", a chord bearing
of N83'26'59"E, and a chord length of 14.33 feet, along the boundary of The Oaks South Subdivision No. 6;
Thence
S18'53'48"E,
165.75 feet along the boundary of The Oaks South Subdivision No. 6;
Thence
512'38'57"E,
120.97 feet along the boundary of The Oaks South Subdivision No. 6;
Thence
503'51'33"E,
50.00 feet along the boundary of The Oaks South Subdivision No. 6;
Thence
S00'18'36"E,
151.34 feet along the boundary of The Oaks South Subdivision No. 6;
Thence
5001432"E,
81.37 feet along the boundary of The Oaks South Subdivision No. 6;
Thence
S07*04'19"W,
98.30 feet along the boundary of The Oaks South Subdivision No. 6 to the center line of the Five Mile Drain;
Thence
N76'44'25"W,
950.50 feet along the center line of the Five Mile Drain to the west line of the southeast quarter of the northwest quarter;
Thence
N00'31'04"E,
120.80 feet along the west line of the southeast quarter of the northwest quarter to the southeast corner of the northwest quarter of the northwest quarter (northwest sixteenth -section corner);
Thence
N89'17'25"W,
89.91 feet along the south line of the northwest quarter of the northwest quarter to the north right-of-way line of the Five Mile
Drain;
Thence
N76'42'20"W,
76.29 feet along the north right-of-way line of the Five Mile Drain to the POINT OF BEGINNING.
The above-described
parcel contains 19.09 acres, more or less.
The public streets shown on this plat are hereby dedicated to the public. The easements shown on this plat are not dedicated to the public, however the right to use said easements is hereby reserved for the uses specifically depicted on the plat, and for
any other purposes designated hereon, and no permanent structures, other than for such uses and purposes, are to be erected within the lines of said easements. All of the lots within this subdivision are eligible to receive water service from The City of
Meridian, and the City of Meridian has agreed in writing to serve all lots within the subdivision. Irrigation water has been provided from Settlers Irrigation District, in compliance with Idaho Code 31-3805(l)(b). Lots within this subdivision will be entitled to
irrigation water rights, and will be obligated for assessments from Settlers Irrigation District.
In witness whereof, I have hereunto set my hand:
Thomas Coleman, Division President
Toll ID I LLC
Acknowledgment
State of
County of
- 5 ss.
On this
day
of _,
in the year 20_M, before me, a
Notary Public
in and for the State of
N , personally appeared
Thomas Coleman,
known or identified
to me to be a Division President of
Toll ID I LLC,
that
executed the within
instrument and acknowledged to me
that Toll ID I
LLC
executed the same.
Notary public for
My commission expires _
Certificate of Surveyor
I, Michael S. Byrns, do hereby certify that I am a Professional Land Surveyor, licensed by the
State of Idaho, and that this plat of The Oaks South Subdivision No. 7, as described in the
Certificate of Owners and as shown on the attached plat is correct and was surveyed in
accordance with Idaho Code relating to plats and surveys.
1� 1ST o G,pG
7
11334 2
11334
LS
Michael S. Byrris, � l OF
ygfL S gy
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J -U-6 ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 8 OF 9J
PLAT SHOWING
The Oaks South Subdivision No. 7
Approval of Central District Health Department
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 Department Date
PLAT BOOK
Certificate of County Surveyor
I, the undersigned, County Surveyor for Ada County, Idaho, do 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
Date
I a
Approval of Ada County Highway District Certificate of County Treasurer
I, the undersigned, County Treasurer in and for the County of Ada, State of Idaho, per
The foregoing plat was accepted and approved by the Board of Ada County Highway District requirements of Idaho Code 50-1308, do hereby certify that any and all current and/or delinquent
Commissioners on theM—day of_ 20—county property taxes for the property included in this proposed subdivision have been paid in full.
This certificate is valid for the next thirty (30) days only.
Commission President
Ada County Highway District
Approval of Meridian City Engineer
I, the undersigned, City Engineer, in and for the City of Meridian, Ada County, Idaho, do hereby
approve this plat.
Meridian City Engineer
Date
Approval of Meridian City Council
I. the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho, do hereby certify
that at regular meeting of the City Council held on the M_ day of this
plat was duly accepted and approved.
Meridian City Clerk
Ada County Treasurer Date
County Recorder's Certificate
State of Idaho
ss. Instrument No. ---
County of Ada
I hereby certify that this instrument was filed at the request of JUB Engineers, Inc. at
minutes past _o'clock—.M.,
this day of in my office, and was recorded in
Book _of Plats at Pages through
Fee:
Deputy
Ex—Officio Recorder
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J -U -B ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 9 OF 9