CC - Final Plat PLAT SHOWING
PLAT BOOK PAGE
The Oaks t S o u h Subdivi-sion No* 6
Situated in the East Half of the Northwest Quarter of and the West Half of the Northeast Quarter of
Section 33, Township 4 North, Range 1 West, Boise Meridian,
City of Meridian, Ada County, Idaho.
2017
29 _28 W. 1/1 6th Basis of Bearing
. N89'16'50"W 2635.34'
W. McMillan Rd.
28
32 33 1317.71' 463.01 — $5 CP&F #2016-054583
4.62
CP&F #106023326
33 0 100 200
Scale in Feet
ry
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El i CO w
The Oaks South
o ; `o Subdivision No. 1
o V, E L1 rn
Point of Beginning S$9'16'S0"E _� The Oaks South
z ? 180.00' Z : N Subdivision No. 5
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- �2 Legend .
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0 O try,,
• • �� — Subdivision Boundary Line
dD L7 • Block 13 t� �� � �o$»� — ry
14 •• N7$ 2 �Fj Lot Line
f n
84•44 kP� — — - Section Line
4 c'
— — — Center .Line
N80"30147»w Ns �- 27
?�, ��j 'C`O O, — Adjacent Property Line
62.69' 2 4,•, 00 — —26 Match Line
6, yY ♦ cs`.,
•t4 � The. Oaks South The Line
25
Subdivision No. 2 — - —- — Utility Easement Line
�, 24 — - — - Existing Easement As Noted
. � >'ieet N 18 53 48 W � .28 — Existing ACHD Right—of—Way Easement
136.96' s�
01' Section Corner, Found Bross Cap
♦ 4A• Q - Quarter—Section Corner, Found Brass Cap
29
O - Found 5/8" Rebar
e t N05'17'13"W ♦ ♦ 1 0 — Found 1/2" Rebar, Reset w/5/8� Rebar &
50.00 2 30 O Plastic Cap Marked JUB 11779
J J • — Set 1/2"x24" Rebar, with
31 N ,� Plastic Cap Marked "JUB 11779"
Set 5/8"x24" Rebar, with
2 (J!N Plastic Cap Marked "JUB 11779"
0 — Point Not Set of Found
rn
0.CID. \ C# - Curve Number (Typical)
Key Map 4,:Block 18Z 32 L# — Course Number (Typical)
Scale 1"-300' Unplatted ♦ 1 3 # — lot Number (Typical)
2
Block 8 ### � — PLS Number Found on. Monument
�.
t-3 LA 0 CD
Block 17
z 33
t0 tP �0 8 4 0 The Oaks South
J Subdivision No. 4
Line Table — This Sheet ♦ 34
Line # Direction Length a » W. 6Sif10
0 1 W 5 o
L1 S75.26'44"E 45.00' S0.00'
L2 N59'33'16"E 14.46' 35
LO
L3 N71'06'12"E 70.00' Cp O ` LA
t4 N75'19'48"E 75.20' 6 I i �c�� G�S 1•E'� `S
00 Ob
W ��r'�t F L5 N67'33'20"E 66.96' LO 36 O -
L6 N56053'37"E 32.38'
1 779
Z Block 19 !
L7 S89054'55"W 25.35' ♦ 7
2
A
37 0 y M. McC .
W. Grand Rapids St
81 .3.7' w —
Curve Table — This Sheet
Curve # Length Radius Delta Chord Bearing Chord Length w 38
w o
C1 43.00' 125.00' 19'4227" S28.45'01"E 42.78' O 6 1
C2 14.33 325.00 2031 37 S83 26 59 W 14.33 Cn ♦O 39
20' WC
C3 2.30' 275.00' 0'28'43 N84'2825"E 2.30' N14'58'57"E
20.00
6 44 25„ N01 420.00'
197.9.4, W RM
N74�47, 0O 10, We
>> 05''w J-U-B ENGINEERS, INC.
s•88� N88'1922"w
61 .01 , 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. ---- SHEET 1: OF 6
PLAT SHOWING PLAT BOOK PAGE
The Oaks South Subdivision . No• 6
co ®
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D) $'
S89`16'50"E 180.00'
\ j The Oaks South
--� [-10. L' �,� \ CA. \ Subdivision No, 1 /
.. W00 i \
CP
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Existing ACHD �\ \
• • _- Easement.
6� /
°69: �``' See Easement \ 0 40 80
L7 M8p®�''''„ • �'a� Note 7 \ \ N® The Oaks South
4'7 H/ �`\ ® Subdivision No. 5
Block 13 �\ \ .�
14 \ �" •��2, -'`� Scale in Feet
Common Lot \\ \ 1 °aj
6
66 �
\ Existing ACHD
N6
\ \ Right-of-Way �6�' o.
\ Easement.
s�• \ \ See Easement
Note 6 Z2,
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CP
27
29
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ku
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25
CP
e t C1 Co.tJ+_ 0 �
CP" � o Block 8 `
28
Unplatted j \� cfl� \ i C14 Existing ACHD \e
00 o,. w Cl rs\`�� Right-of-Way > �,
'Cp \o_ i Easement. o, s /^
A*tl CP. -'�08 8636 The Oaks South
See Easement
Key Map c�� \�/'15 Note 6 Subdivision No. 2
Scale 1"=300'
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Curve Table This Sheet C2 ! i !Z ®® \ \\s, 59� 30
Curve # Length Radius Delta Chord Searing Chord Length C9 •1A •� !�10 `\
C1 43.00' 125.00' 19'42'27" S28'45'01"E 42.78' 12 ��O '�-^ /'� •�/'�o 10'-
C2 14.33 325.00 231 37 S83 26 59 W 14.33 J 100I J J
C3 2.30' 275.00' 0.28'43" N84'28'25"E 2.30' o �• 13 Z �\���'' ��/�1 \\ \ N
/� // \ t ° Y
C4 85.32' 300.00' 16*17'39„ N76'33'58"E 85.03' CA. W \ .n �• �''� \`\ \ `\ o i U!
• a „ . , » , VP o � ~L �• -`' v.. \ ® Block 17
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Z
C5 53.78 300.00 10 16 14 N79 34 40 E 53.70 W" a ��� o �\
„ CAS 2 Existing ACHD \ + O \ �� .�wN
ZGJ •41 / 0
C6 31.54 300.00 6 01 25 N71 25 51 E 31.52 0 �- �' � � \ Right-of-Way \ � •r�G� /- .
�� `� �.CD � Easement.
C7 84.49' 60.00' 80'41'04" N71'14'19"W 77.68' 'Z CP 00 See Easement
a , , » • , " , Block 18 •� Q o Co Note 6 /` //,//'/��5
C8 154.81 300.00 29'34 02 N16 06 46 W 153.10 ' O„ �-- O W
C11 119.70' 85.00' 80'41'04" S71'14'19"E 110.05' 0. \ 5' S•�2'Sz � / d� t,
C12 , , N16'06'46"W 165.86' .� �JQ \ 1// 1•$0 8�` 0
167.72 325.00 29 34 02 � ZGj 8 ��,,-' //,/-/ 15 1p ` j, N ` i '� 0)w w
C13 143.31' 275.00' 29'51'29" N15.58'03"W 141.69' rLGj / ; W ® ` 32 r
C 14 40.50 85.00 27 17 54 S82 04 06 W 40.12 • U t---10 O
• � Line Table This Sheet U`-o � � �
C15 53.57' 85.00' 36'06'30" N66°13'42"W 52.69' Line # Direction Length $ r- 8 to
. . Sheet 2_ o i e, , Sheet 2�_
" Sheet �3 • ` Sheet 3
C16 25.63 85.00 1716 40 N39 32 07 W 25.54 L1 S75 26 44 E 45.00 \ \e ►'• L---------
C17 12.31' 325.00' 2'10'11" N29'4894213W 12.31' L2 N59'33'16"E 14.46' `- LAN®
C18 15.02' 325.00" 2'38'51" N27'24'10"W 15.02' L6 N56.53'37"E 32.38' h5`® G`STE�
C 19 64.13' 325.00' 11 18'20" N20.25'35"W 64.02' L7 S89°54'55"W 25.35'
C20 66.24' 325.00' 11'40'40" N08.56'05"W 66.13' L8 N32°15'10"E 25.68' 1 1 79
C21 89.05' 275.00' 18033'14" S10019'04"E 88.66' L9 N59°34'13"W 30.69' J'J'I�O /7��
C22 54.26' 275.00' 1 1°18'15" S25'14'40"E 54.17' L10 S24.4728"W 28.95' �01 q�F F
y Mcc�� J-U-6 ENGINEERS, INC.
C23 49.29' 35.00' 80'41'04" S71'14'19"E 45.31' L11 N65'16'18"W 27.63'
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 6
PLAT SHOWI N G PLAT BOOK PAGE
The Oaks South SubdiviLsion No. 6
Sheet 2 o �. .i_ . � � � . i' . .
.
c�hON01
I Sheet 2
Sheet 3 • �� p c� nSheet 3
a? ; Noo �` -----------N89'41 24 E------ -- r
---- '--------r
r C29 Ln
0.42'23.�w._ _ -� i---10' O.S
Block 16 ��- "" - 40.849._- 8, ; s
1 N __-"_ _""- 1 10'--i o f 33 I O
Z `c� r o I Sri
° v N 13' i i Sri 11 i � 0 40 80
N• N � � 4 , l co, 1
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$ 4 , c0 , '
-� o 1 N89 41 24 E---------- Scale in Feet
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1 1 --138.96
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L____ S89'41'24"W._________J I ..
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® �' W. Lesina Dr O i----- -----131.70 10�==-� � ,ri
T Curve Table This Sheet
iO T 8' '
QTl W S86'11'55" -' p i I Curve # Length Radius Delta Chord Bearing Chord Length
� , 1 O f f , » , » f
e t O N 45.52 l I„ co �p C8 154.81 300.00 29 34 02 N 16 06 46 W 153.10
w
O L4 r- O Block 17 "
W b 0 O p 1 o r� 1 . w L----------N89'41 24 E---� ____-� ! ! ! » ! » ,
® C 12 167.72 325.00 29 34 02 N 16 06 46 W 165.86
-
.. N �OD 5 ' � M �
r-------------137.64------ ----- C13 143.31' 275.00' 29°51'29" N15'58'03"W 141.69'
w I I , ,
r j�5 1 dam- a Q I o v' 1 C20LO 66.24 325.00 1 1 40 40 N08 56 05 W 66.13
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I " --� O� o I BIOCk 8 I" C21 89.05 275.00 18 33 14 S10 19 04 E 88.66
L-----------S89 41 24 W'------- 0 1 1 0
KeyMa 1 p .1 35 1 - C24 95.31' 60.00' 91001'09" N44°10'50"E 85.60'
P ! rn r-------------133.04-------------, Z l I cv
Scale 1 =300 � i 1 ® I .
N 1 Existing ACHD I 17 -10 1
The Oaks South C25 118.52' 500.00' 13°3453" N06°28'50"E 11.8.24'
1 Right-of-Way I 8' 1o'--1 Subdivision NO. 4 f f !, f
N I 9 y , 1 I C26 194.64 600.00 18 35 12 N09 36 12 W 193.79
.. Easement. I!
cfl ® See Easement i ® L----------N89'41'24"E---------- C27 158.08' 600.00' 15'05'43" N11'20'56"W 157.62'
., Note 6 ,
�- N N t� LO 6 i l ------------136.37'--------- M C28 36.56 600.00 3 29 29 NO2 03 21 W 36.56
Line Table - This Sheet f'� LO 00 1 II 1 Existing ACHD 1 °
r 1 , 1 , C29 10.02' 325.00' 1'46'00" S02'12'45"E 10.02'
e w N Z •
Right-of-Way , LO
Line # Direction Length O 1 C30 135.03' 85.00' 91°01'09" S44°10'50"W 121.27'
I I Easement. CD Ln t� � � O
L12 N46'36'01"E 29.21' O ap I ® Z `----- -----S89'41'24"W----------- 01 See Easement 1 O
f Z N � I ' .1 Note 6 1 N W C31 51.11' 85.00' 34'26'56" N15°53'43"E 50.34'
50 ICI 36 1 .,
L13 N45018'36"W 15.86 0 �, r----- -------134.37'---_----____-, . . ,
0 w cQ op j f o, I 2 5' 2 5: I i O C32 50.75 85.00 34 12 33 N50 13 28 E 50.00
L14 N45 18 36 W 28.28 rn 1-•-5 0 l i ® C33 79.43' 524.89' 8°40'13" N08056'11"E 79.35'
Block 19 aM o
L15 S76'42'07"E 20.46'
-- f f f » f » f
2' ao � � °o, �� �-----------N89'41'24"E-------- -� O C34 33.17 85.00 22 21 40 N78 30 34 E 32.96
L16 S4T06'44"E 27.44' 1 -- » » ,
o O ' cfl ---- ' O C35 55.60 35.00 91 01 09 S44 10 50 W 49.94
� 7 1o'-s1 0'-------- 135.09 -------__- i to
L17 S39'27'16"Wr27.411' ® J � 8' 1 Kj 1 10• C36 28.47' 35.00' 46°36'13" S21'58'22"W 27.69'
o 1 I • N 1.. C37 27.13' 35.00' 44'24'55" S67'28'56"W 26.46'
' 13
1 ,
f » . , » !
?� o I cn �,� + 8' 37 1 . C38 202.75 625.00 18 35 12 N09 36 12 W 201.86
U �� r V r�--10 1 N
N ( -1--S89'41'24"W-113.72'-----�� �`�
Common Lot C31
r tK 1
® S89'41'24"W 100.43' ri ------------N89'41'24"E---- ------�
® 00 O
Z 81
W. Grond Rapids St G''h °,---------------148.73------- -------
®
® _ • • % t I
b N89'41'24"E 145.43' �i. °° ® �
N - • U It j o °, I Curve Table - This Sheet
L 15 _ _ ► f, f 00 ��'° i® Curve # Length Radius Delta Chord Bearing Chord Length
_�. _ N89 41 24 E 101.03 10
Existing Sewer Easement O C34 ��s 38 j Lj C39 112.60' 475.00' 13'34'55" N06'28'51''E 112.34'
o Instrument No. 2014-095966 - _
a 1 f f . f ff • , of f
------ - -------- s ��a I C40 98.41 474.92 1 1 52 23 S07 20 1 1 W 98.24
------------
Fiverw O . C41 14.18' 475.00' 1'42'39" S00'3243"W 14.18'
�� creek D C 0 0 e e ®' \ '\ ----- -------N89'41'24"E----------
----� C42 106.48' 575.00' 10°3637" S13*35'29"E 106.33'
U L 13' Existing ACHE -__ ,
M
1
" Z Right-of-way - `�_______- 154.17
Easement.
M See Eo"meunt _
V Note 6 �39
20, WC 20' WC
20' WC
20' WC Common Lot
20s 40 s Soy
25.000 N14'58'57"E
25.00 P
N7 ' Existing Sewer Easement . to
s 44 25SO 12,,g4. OO Instrument No. 2014-095966 �A
9 7 RM - 5�� N®f
.940
94 N01'40'50"E 1 S�£�
11 79
N,4.4 ra r.��o
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175.880 110 WC y M. MC J-U-B ENGINEERS, INC.
61 .01
250 South Beechwood Avenue,Suite 201,Boise, ID 83709-0944
N88'19122'-W p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 3 OF 6
PLAT SHOWING PLAT BOOK PAGE
The Oaks South Sub d ivi loan No. 6
Notes
Easement Notes
1. Lots 24, 30, and 39 of Block 8, Lot 14 of Block 13, Lot 8 of Block 17, Lot 1 of Block 18, Lots 1, and
• Subdivision1. Lots 24 and 30 of Block 8 Lot 8 of Block 17 Lot 1 of Block 18, Lots 1, and 2 of Block 19 are
2 of .Block 19 are common lots and will be owned and maintained by The Oaks Homeowners � •, • •
Association.
hereby designated as having a Utility Easement and a Pressure Irrigation Easement co—situate
with said lots.
2. The pressurized irrigation system shall be owned and maintained by The Oaks Subdivision Homeowners ,, °
Association. Water is provided b Settlers Irrigation District. 2. All Utility Easements shown or designated hereon are non—exclusive, perpetual, shall run with the
P Y 9
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
3. Any re—subdivision of this plat shelf comply with the applicable zoning regulations m effect at the time
of the re—subdivision. television/data; appurtenances thereto; and Lot drainage.
4. Minimum building setbacks and dimensional standards in this subdivision shall be in compliance with the 3. All Pressure Irrigation. easements shown or designated hereon are non—exclusive, perpetual, shall
- 9 P
applicable zoning regulations of the City of Meridian, Idaho. run with the land, are appurtenant to the lots shown hereon, and are hereby reserved unto the
The Oaks Subdivision Homeowners Association, Inc. for the installation, maintenance, operation,
• gravity irrigation; transportation of water; and appurtenances
5. This Development is subject to a- Development Agreement Instrument No. 114030972. access to, and use of pressunzed & g y g p pp
thereto.
6. Lots shall not be reduced in size without prior approval from the Health Authority.
4. All Irrigation easements shown or designated hereon are non—exclusive, perpetual, shall run with -
7. No additional domestic water supplies shall be installed beyond the water system approved in sanitary the land, are appurtenant to the dots shown hereon, and are hereby reserved unto The Oaks
restriction release. Subdivision Homeowner's Association, Inc. for the installation, maintenance, operation, access to,
and use of drainage & irrigation; transportation of water; and appurtenances thereto.
8. Reference is made to the public health letter on file with Ada County Recorder regarding additional
restrictions. 5. A portion of Lot 1 of Block 8, a portion of Lot 14 of Block 13, and a portion of Lot 2 of -
Block 19 are servient to and contain the ACHD storm water drainage system. These lots are
9. This de
velopment ment recognizes Section 22-4503 of Idaho Code Right to Farm Act which states "No encumbered by that certain first amended Master Perpetual Storm Water Drainage Easement
agricultural operation, agricultural facility or expansion thereof shall be or become a nuisance, private or recorded on November 10, 2015 as Instrument Number 2015-103256, official records of Ada
public, b an changed conditions in or about the surrounding nonagricultural activities after it has been Count and incorporated herein. b this reference as if set forth in full the "Master easement").
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in operation for more than one (1) year, when the operation, facility or expansion was not a nuisance the Master Easement and the storm water drainage system are dedicated to ACHD pursuant to
at the time it began or was constructed. The provisions of this section shall not apply when a nuisance section 40-2302 Idaho code. The Master Easement is for the operation and maintenance of the
9 P PP Y P
results from the improper or negligent operation of an agricultural operation, agricultural facility or storm water drainage system.
expansion thereof."
6.- See Instrument Number for existing ACHD Right—of—Way Easements.
10. This development is subject to ACHD License Agreement Instrument No.
7. See Instrument Number for existing ACHD Storm Drain Easement.
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 8. No Utility or Pressure Irrigation Easement created hereon shall preclude the construction and
twelve test pits to depths between 7 and 15 feet and encountered no ground water. maintenance of hard—surfaced driveways, landscaping, parking, or other such nonpermanent
improvements.
12. Direct access to W. McMillan Road or N. Rustic Oak Way is prohibited.
9. All easements are parallel (or concentric) to the lines (or arcs) that they are dimensioned from
unless otherwise noted.
Reference Documents
Subdivisions:
The Oaks South Subdivision No. 1
The Oaks South Subdivision No. 2
The Oaks South Subdivision No. 4
Surveys:
6718, 7253, and 10627.
Deeds:
2016-107401 and 111092224.
Easements:
70726, 2014-095966 and LA m`
5��G\ST£RFs' C
. � 117 7 9
a to p J-U-B ENGINEERS INC.
�o0 9 of °P
y tiJ, M�CP� 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 6
PLAT SHOWING PLAT BOOK PAGE
The Oaks South Subdivision No. 6
Certificate of Owners
Know all people by these presents: that Toll ID I LLC, an Idaho limited liability company, & New Oaks LLC, an Idaho limited liability company, does hereby certify that they are the owner's of that real property to be known as The Oaks South Subdivision No. 6,
and that they intend to include said real property, as described below, in this plat:
A parcel of land situated in the East 1/2 of the Northwest 1/4 and the West 1/2 of the Northeast 1/4 of Section 33, Township 4 North, Range 1 West of the Boise Meridian, City of Meridian, Ada County, Idaho and more particularly described as follows:
Commencing at a Bross Cap masking the North 1/4 corner of said Section 33 from which a Brass Cap marking the northwest corner of said Section 33 bears North 89'16'50" West, 2635.34 feet;
Thence along the north boundary of said Section 33, North 89'16'50" West, 854.62 feet;
Thence leavingsaid north boundary, South 00'43'10" West 659.00 feet to the south boundary of The Oaks South Subdivision No. 5 recorded in Book at ry, ry Pages through ,' records of Ada County, Idaho, to the POINT OF BEGINNING, .
Thence along said south boundary the following eleven courses and distance:
South 89°16'50" East, 180.00 feet;
South 75'26'44" East, 45.00 feet;
North 59*33'16" East, 14.46 feet;
North 14'33'16" East, 84.95 feet;
43.00 feet southeasterly along the arc of a non-tangent curve to the right having a radius of 125.00 feet, a central angle of 19'42'27", and a long chord which bears South 28°45'01" East, 42.78 feet;
South 18'53'48" East, 200.54 feet;
North 71'06'12" East, 70.00 feet;
North 75'19'48" East, 75.20 feet;
North 7F22'08" East, 84.44 feet;
North 67'33'20" East, 66.96 feet;
North 56'5337" East, 32.38 feet to the northwest corner of The Oaks South Subdivision No. 2, recorded in Book 108 at Pages 15127 through 15129, records of Ada County, Idaho;
Thence along the west boundary of The Oaks South Subdivision No. 2 the following three courses and distances:
South 32'30'48" East, 220.05 feet;
South 38'59'45" East, 151.74 feet;
South 07'4721" East, 72.65 feet to the northwest corner of The Oaks South Subdivision No. 4, recorded in Book 110 at Pages 15812 through 15814, records of Ada County, Idaho;
Thence along the west boundary The Oaks South Subdivision No. 4, South 00'19'00" East, 659.30 feet to the centerline of Five Mile Creek;
Thence leaving said west boundary along the centerline of five Mile Creek the following three courses and distances:
North 88'19'22" West, 61.01 feet;
North 74'47'05" West, 175.88 feet;
North 76'4425" West, 197.94 feet;
Thence leaving said centerline, North 07`04'19" East, 98.30 feet;
Thence North 00'14'32" West, 81.37 feet;
Thence North 00°18'36" West, 151.34 feet;
Thence North 03'51'33" West, 50.00 feet;
Thence North 12'38'57" West, 120.97 feet;
Thence North 18'53'48" West, 165.75 feet;
Thence 14.33 feet westerly along the arc of a non-tangent curve to the right having a radius of 325.00 feet, a central angle of 02'31'37", and a long chord which bears South 83'26'59" West, 14.33 feet;
Thence North 05'17'13" West, 50.00 feet;
Thence 2.30 feet easterly along the arc of a non-tangent curve to the left having a radius of 275.00 feet, a central angle of 00'2843", and a long chord which bears North 84'28'25" East, 2.30 feet;
Thence North 18'5348" West, 136.96 feet;
Thence North 64'24'47" West, 253.86 feet;
Thence North 80'30'47" West, 62.69 feet;
Thence South 89'54'55" West, 25.35 feet;
Thence North 1,1'40'44" West, 38.59 feet to the POINT OF BEGINNING.
Said parcel contains 9.77 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 City of
Meridian, and City of Meridian has agreed in writing to serve all lots within the subdivision. Irrigation water has been provided from City of Meridian, in compliance with Idaho Code 31-3805(1)(b). Lots within this subdivision will be entitled to irrigation water
rights, and will be obligated for assessments from Settlers Irrigation District.
Certificate of Surveyor
In witness whereof. In witness whereof:
have hereunto set my hand I have hereunto set my hand L, Cody M. McCammon, 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. 6, 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.
Thomas M. Coleman, Jr., Manager Gary M Mayo, Division President
President of Coleman Communities, Inc. Toll ID I LLC
Manager of Coleman Homes, LLC LAoe
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Manager of New Oaks, LLC `� �G\S
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Cody M. McCammon, PLS 11779
Acknowledgment Acknowledgment ��q �b o �
o Fo o
State of Idaho State of Idaho ®y
ss. ss. Mc
County of Ada County of Ado
On this---day of_ in the year 20 before me, a On this_ _day of_ in the year 20 before me, a
Notary Public in and for the State of Idaho, personally appeared Thomas M. Notary Public in and for the State of ____ , personally appeared Gary M
Coleman, Jr., known or. identified to me to be the President of Coleman Mayo, known or identified to me to be a Division President of Toll ID I LLC,
Communities, Inc., the Manager of Coleman Homes LLC, the Manager of that executed the within instrument and acknowledged to me that Toll ID
New Oaks LLC, the Idaho limited liability company that executed the within LLC executed the some. ■ ■
instrument, or the person who executed the instrument in behalf of said
company and acknowledged to me that such company executed the same.
Notary public for Idaho J-U-B ENGINEERS, INC.
My commission expiresN
Notary public for Idaho 250 South Beechwood Avenue,Suite 201, Boise,ID 83709-0944
My commission expires p 208 376 7330 f 208 323 9336 w www.jub.com
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PLAT SHOWING PLAT BOOK PAGE
The Oaks South Subdivision No.. 6
Approval of Central District Health Department Certificate of County Surveyor
• • • ° 1 the undersigned, Count Surveyor for Ada Count Idaho do hereby certify that I have checked
Sancta restrictions as required b Idaho Code, Title 50, Chapter 13 have been satisfied according Sanitary q Y P . . . g 9 Y Y Y Y Y
to the letter to be read on file with the County Recorder or his agent listing the conditions of this plat and find that it complies with the State of Idaho Code relating to plats and surveys.
approval. Sanitary restrictions may be re—imposed, in accordance with Section 50-1326, Idaho
Code, by the issuance of a certificate of disapproval.
Ada County Surveyor Date
Central District Health Department Date
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 b the Board of Ada Count Highway District
• 9 9 P P of PP y 20 Y 9 Y requirements of Idaho Code 50-1308, do hereby certify that any and all current and/or delinquent
Commissioners on the day _ 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
Ada County Treasurer Date
County Recorder's Certificate
Approval of Meridian City Engineer Mate of Idaho
ss. Instrument No.
I, the undersigned, City Engineer, in and for the City of Meridian, Ada County, Idaho, do hereby County of Ada
approve this plat.
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
Meridian City Engineer Date Book_ of Plats at Pages through
Fee:
Deputy Ex—Officio Recorder
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 _ day of this
plat was duly accepted and approved.
Meridian City Clerk
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`STERa'L-
'I 1779 J—U-6 ENGINEERS, INC.
OZ 250 South Beechwood Avenue,Suite 201, Boise,ID 83709-0944
0 CQ�� p 208 376 7330 f 208 323 9336 w www.jub.com
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