HomeMy WebLinkAboutCC - FINAL PLATCP&F INST. 29 28
NO. 106023326 32' 33
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POINT OF
BEGINNING
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PLS7729I
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PLS 7729
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32 33
1/4
CP&F INST.
NO. 2016-120634
OAKS WEST SUBDIVISION NO. 1
LOCATED IN THE NW 1/4 OF THE NW 1/4 OF SECTION 33,
TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN,
CITY OF MERIDIAN, ADA COUNTY, IDAHO
2018
- S89'16'50"E W. MCMILLAN RD.
1317.71' - -
UNPLATTED
2635.32'
S89°27'21 "E 366.00'
n
L4
S89'27'21 "E 233.00'
CV
BLOCK 6
1
(1)- BLOCK 5
0
I BLOCK 4 1
109.14' I
w
_ W. QUINTALE DR. -
i�
- - - - - -
BLOCK 7 1
S79 26'09„E
CV
- -
SECTION LINE
W. QUINTALE DR.
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17
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BLOCK 1
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N BLOCK 2
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BLOCK 1
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PUID EASEMENT LINE, SEE NOTES 1 AND 2
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EASEMENT LINE, INST. NO.
N ON
EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE OVER THE FIVE (5) FEET ADJACENT TO ANY INTERIOR
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9- DEVELOPMENT IN THIS SUBDIVISION SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF
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PLS 7729
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32 33
1/4
CP&F INST.
NO. 2016-120634
OAKS WEST SUBDIVISION NO. 1
LOCATED IN THE NW 1/4 OF THE NW 1/4 OF SECTION 33,
TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN,
CITY OF MERIDIAN, ADA COUNTY, IDAHO
2018
- S89'16'50"E W. MCMILLAN RD.
1317.71' - -
UNPLATTED
2635.32'
S89°27'21 "E 366.00'
FOUND 1/2” REBAR AS NOTED
L4
S89'27'21 "E 233.00'
_j L7 0-0i S89'27'21 "E 1°' L10
BLOCK 6
1
(1)- BLOCK 5
0
I BLOCK 4 1
109.14' I
J
_ W. QUINTALE DR. -
PLASTIC CAP
- - - - - -
BLOCK 7 1
S79 26'09„E
FOUND BRASS CAP MONUMENT
- -
SECTION LINE
W. QUINTALE DR.
_ 127.10 '
17
SUBDIVISION BOUNDARY LINE
I
1
'
BLOCK 1
....................................•
!t!j
N BLOCK 2
- — — — — — -
O O
O
OI
O A O O O O
al
Q
O O
W
BLOCK 1
-----------------
PUID EASEMENT LINE, SEE NOTES 1 AND 2
zl
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35 34
EASEMENT LINE, INST. NO.
a
EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE OVER THE FIVE (5) FEET ADJACENT TO ANY INTERIOR
ZI
I
SIDE LOT LINE, AND OVER THE TEN (10) FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY.
9- DEVELOPMENT IN THIS SUBDIVISION SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF
W. MATTAWA DR.
o
O
10- LOTS 17,23 THRU 26, AND 36 OF BLOCK 1, ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE
_
-
SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT
CURVE TABLE
RECORDED ON NOVEMBER 10, 2015, AS INSTRUMENT NO. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, AND
ET_
INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE MASTER
THIS SUBDIVISION.
EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302
I
O O O O
O
10
SYSTEM.
v O
O oa
m
ION
O BLOCK 3
11 12
13
RIGHTS THROUGH SETTLERS IRRIGATION DISTRICT, AND WILL BE OBLIGATED FOR ASSESSMENTS FROM SAID DISTRICT.
IF
12 -ALL BUILDINGS AND IMPROVEMENTS ON ALL LOTS IN THIS SUBDIVISION SHALL COMPLY WITH THE MASTER GRADING
\F
Oa
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O 21
20
19
g
O
BLOCK 3
3l
\_
17
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0
10
11
L7
\
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15
2
14
34.04'
12
13
\ -
� OR`pN
G�91
2
14
15
p pR
\
L2
28.28'
S44'27'21 "E
BLOCK 1 1s
\
SO'32'39"W
17
18
\oNL T ND SG
GRLan ns
19
20
L3
14.00'
NO'32'39"E
21
22
14.16'
N45'37'51"E
N76 4220�,
BL OCK 1
23
?Iuti
L4
1jNPLATTEDD E MILE CREEK w 118316'
17
L10
83.00'
589'16'58"E
CLINTON W. HANSEN
CP&F INST
N0. 2016-054583
W 1/16 V4 28
NO CAP 1317.61' 1/4
33
I
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q,
I 50 100 200
BOOK , PAGE
LEGEND
•
9
k�n
FOUND 1/2” REBAR AS NOTED
•
FOUND 5/8" REBAR AS NOTED
I
SET 1/2" REBAR WITH PLS 1 1 1 18
0
PLASTIC CAP
0
SET 5/8" REBAR WITH PLS 1 1 1 18
PLASTIC CAP
FOUND ALUMINUM CAP MONUMENT
C
FOUND BRASS CAP MONUMENT
- -
SECTION LINE
— - - —
CENTER LINE
I
SUBDIVISION BOUNDARY LINE
LOT LINE
1- UNLESS OTHERWISE DESIGNATED OR DIMENSIONED, THERE SHALL BE A PERMANENT EASEMENT FOR PUBLIC UTILITIES,
ADJACENT PROPERTY LINE
....................................•
SURVEY TIE LINE
- — — — — — -
EASEMENT LINE AS NOTED
EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD -SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT.
CROSS ACCESS SHARED DRIVEWAY
EASEMENT LINE
-----------------
PUID EASEMENT LINE, SEE NOTES 1 AND 2
EXISTING ACHD PERMANENT SIDEWALK
2- UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT
EASEMENT LINE, INST. NO.
32 �
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31
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I
ACHD PERMANENT DRAINAGE EASEMENT
I
_`O�
I
QUINTALo z
OF THE CITY OF MERIDIAN.
No
NOTES
BE MAINTAINED BY THE ADJACENT LOT OWNERS.
1228'42
6- MAINTENANCE OF ANY IRRIGATION, DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT
11779 I
OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE DISTRICT.
I
7- THIS DEVELOPMENT RECOGNIZES IDAHO CODE 22-4503, RIGHT TO FARM ACT, WHICH STATES: NO AGRICULTURAL
0 > a
I
1- UNLESS OTHERWISE DESIGNATED OR DIMENSIONED, THERE SHALL BE A PERMANENT EASEMENT FOR PUBLIC UTILITIES,
BY ANY CHANGED CONDITION IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN
Uj m
LOT DRAINAGE, AND PRESSURE IRRIGATION OVER THE TWENTY-ONE (21) FEET ADJACENT TO ANY PUBLIC STREET. THIS
_ - NW 1/16
N 7
EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD -SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT.
RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY
OR EXPANSION THEREOF.
8- LOTS 6, 7, 17 AND 36 OF BLOCK 1, LOT 1 OF BLOCK 2, LOT 8 OF BLOCK 3, LOT 1 OF BLOCK 4, LOT 1 OF BLOCK 5, LOT 1
OF BLOCK 6, AND LOT 1 OF BLOCK 7 ARE DESIGNATED AS A COMMON AREA LOTS TO BE OWNED AND MAINTAINED BY
2- UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT
THE OAKS WEST SUBDIVISION HOMEOWNERS ASSOCIATION, OR IT'S ASSIGNS. ALL OTHER LOTS IN THIS SUBDIVISION ARE
a
EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE OVER THE FIVE (5) FEET ADJACENT TO ANY INTERIOR
� I
I
SIDE LOT LINE, AND OVER THE TEN (10) FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY.
9- DEVELOPMENT IN THIS SUBDIVISION SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF
`6
o
32 �
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31
n
JOB NO. 17-79
SHEET 1 OF 5
3- THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST
N
ESTABLISHED NORMAL GROUNDWATER ELEVATION.
I
4- ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS
OF THE CITY OF MERIDIAN.
5- THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT
RECORDED AS INSTRUMENT NO. . THE PARKWAY STRIPS BETWEEN THE CURB AND SIDEWALK SHALL
BE MAINTAINED BY THE ADJACENT LOT OWNERS.
1228'42
6- MAINTENANCE OF ANY IRRIGATION, DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT
11779 I
OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE DISTRICT.
I
7- THIS DEVELOPMENT RECOGNIZES IDAHO CODE 22-4503, 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 CONDITION IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN
-- -- --
S89'17'25"E 1318.30'
OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT
_ - NW 1/16
THE TIME IT WAS BEGUN OR 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.
8- LOTS 6, 7, 17 AND 36 OF BLOCK 1, LOT 1 OF BLOCK 2, LOT 8 OF BLOCK 3, LOT 1 OF BLOCK 4, LOT 1 OF BLOCK 5, LOT 1
OF BLOCK 6, AND LOT 1 OF BLOCK 7 ARE DESIGNATED AS A COMMON AREA LOTS TO BE OWNED AND MAINTAINED BY
PLS 11779
THE OAKS WEST SUBDIVISION HOMEOWNERS ASSOCIATION, OR IT'S ASSIGNS. ALL OTHER LOTS IN THIS SUBDIVISION ARE
a
FOR SINGLE FAMILY DWELLINGS.
� I
I
9- DEVELOPMENT IN THIS SUBDIVISION SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF
MERIDIAN IN EFFECT AT THE TIME OF ISSUANCE OF A BUILDING PERMIT. SETBACKS SHALL BE MEASURED FROM THE
PROPERTY LINE OR THE ADJACENT SIDEWALK, WHICHEVER IS MORE RESTRICTIVE.
10- LOTS 17,23 THRU 26, AND 36 OF BLOCK 1, ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE
SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT
CURVE TABLE
RECORDED ON NOVEMBER 10, 2015, AS INSTRUMENT NO. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, AND
INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE MASTER
THIS SUBDIVISION.
EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302
LENGTH
IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE
LINE
SYSTEM.
DIRECTION
11- PRESSURE IRRIGATION WATER WILL BE PROVIDED BY THE SETTLERS IRRIGATION DISTRICT IN COMPLIANCE WITH
I
IDAHO CODE SECTION 31-3805(1)(6). ALL LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER
I
RIGHTS THROUGH SETTLERS IRRIGATION DISTRICT, AND WILL BE OBLIGATED FOR ASSESSMENTS FROM SAID DISTRICT.
CHORD
12 -ALL BUILDINGS AND IMPROVEMENTS ON ALL LOTS IN THIS SUBDIVISION SHALL COMPLY WITH THE MASTER GRADING
AND DRAINAGE PLAN ON FILE WITH THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT AND THE CITY OF MERIDIAN
JOB NO. 17-79
SHEET 1 OF 5
BUILDING DEPARTMENT.
- -
1228'42
PLS 11779 N,6 4220„W
I
89 89'
13- THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A LICENSE AGREEMENT WITH SETTLERS IRRIGATION DISTRICT
-- -- --
S89'17'25"E 1318.30'
_
- - - - - - - -PLS
_ - NW 1/16
A NO.
RECORDED SINSTRUMENT
11779
PLS 11779
14- LOTS 2, 3, 10, 1 1, AND 25 OF BLOCK 1 ARE SUBJECT TO A CROSS ACCESS SHARED DRIVEWAY EASEMENT AS SHOWN.
THE RIGHTS, RESTRICTIONS, AND RESPONSIBILITIES FOR SAID EASEMENTARE DEFINED IN THE CC&R DOCUMENTS FOR
LINE TABLE
LINE TABLE
CURVE TABLE
THIS SUBDIVISION.
LINE
LENGTH
DIRECTION
LINE
LENGTH
DIRECTION
CURVE
LENGTH
RADIUS
DELTA
BEARING
CHORD
15- RESIDENTIAL LOTS SHALL NOT TAKE DIRECT ACCESS TO N. MCDERMOTT RD. LOTS 6 AND 7 OF BLOCK 1 SHALL TAKE
DIRECT ACCESS TO N. MCDERMOTT RD.
L1
58.00'
S89'27'23"E
L7
38.00'
S89'27'21 "E
C1
34.04'
375.00'
5'12'04"
S82'02'11 "E
34.03'
L2
28.28'
S44'27'21 "E
L8
10.00'
SO'32'39"W
\oNL T ND SG
GRLan ns
L3
14.00'
NO'32'39"E
L9
14.16'
N45'37'51"E
?Iuti
L4
38.00'
S89'27'21 "E
L10
83.00'
589'16'58"E
CLINTON W. HANSEN
a
8
M
Landve in and Consulting
Surveying 9
L5
14.00'
SO'32'39"W
L11
39.17'
SO'43'02"W
PLS 11118
(Pill
I
p=
O1 $� 231 E. 5TH ST., STE. A
'9 P
lF �� 5� MERIDIAN, ID 83642
L6
10.00'
NO32'39"E
L12
50.10'
S8'27'38"W
7i OF
TO/V
W. NPS (208) 288-2040 fax (208) 288-2557
www.landsolutions.biz
JOB NO. 17-79
SHEET 1 OF 5
POINT OF
BEGINNING
L1
r,,,. l'
OAKS WEST SUBDIVISION NO. 1
S89'27'21 "E 233.00'
W. QUINTALE DR. - - - - - LO
N N 271.00' _
S89'27'21 "E 463.00' oo S89'27'21"E 392.71'
()0 N N
I j
S89'27'21 "E 352.71'_
S89'27'21 "E 335.14' } r7
50.00' 67.00' 19 19 67.00' 50.00' i 50.00'
r---------1 I W
I O I I I 1 O I I I I =
lQ 13.00' i i o f i i cn
I I 8.00'x' w
' I I 1�--r).00'
N I I I I 1 I W
w I I l o �I o
Cy) 0'j 1 O M„-� 06 I i Mw O
�O Q I M M i
cn
O M c0
i O 1 M 1 O O O
z I o 13.00' Z Z 11--8.00' z' z I z
10 1
cP I I o i I I
o. i I N I I I I 5. 00 1
00 �,�--- ---- 19' I 19' L-------- �---------J L -- I I
_____J L_
o
�j -
>�ry v'� C19 30.28' v� I S 49.00' N 50.00' 150.00
0
82 67.28 _ - - - } _ 271.29' - -
/ m W. MATTAWA DR. -�'- 58927'21"E 338.57'
90.00' + 0 50.00' 50.00_ 50.00' 50.00'
N
------------------- - ------o
19' 19'
-c'
i O o icon �} �i 5.00=
o I ao :'0
O c0 O
---- S89'27'21 "E -------J W r C4 M M
AlmM N N
N i
------ 116.00'--------- N
In I I I � i J.00
a I O ;� Z ;BLOCK 3; 1
cn I I I i04 5.00'
---
0 rn 21.00' I 50.24' _J `------,
F Ir
Z Nz rL----- -S89'27'21 "E ------ IiI 1
''10"E75.15
-'-J--S-8--3--'-S5-30-'1-2QE„-
a MIo 5310"E-116.00'--------
--8.00' 1 o 61.83'M
-
i
19' 19' I O1 10.00'
13.00' 4
rn c' M N 20 ^ o ^'
N
49.49'
6,3150,
11.15, 50
11.15, �MMpNO --J
66.60' o S76-4 ' 20 E 0 63.5
--- 0 62� _ 20.00
o ; o 66.6p' 2.31 o,
r -
i o �` `6.60' o) _
o
N76 42'20"W 1145.22, 1
118316,
L'NP AvE MALE CREEK
lq TTED
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
58.00'
S89'27'23"E
L2
28.28'
S44'27'21 "E
L3
14.00'
NO'32'39"E
L4
38.00'
S89'27'21 "E
L5
14.00'
SO'32'39"W
L6
10.00'
NO'32'39"E
L7
38.00'
S89'27'21 "E
L8
10.00'
SO'32'39"W
L9
14.16'
N45'37'51"E
L10
83.00'
S89'16'58"E
L11
39.17'
SO'43'02"W
L12
50.10'
S8'27'38"W
L13
15.00'
SO'32'37"W
L14
35.35'
S44'27'21 "E
L15
28.28'
S45'32'39"W
L16
28.28'
N44'27'21"W
L17
19.00'
S89'27'21 "E
L18
19.00'
S89'27'21 "E
L19
28.28'
S45'32'39"W
L20
19.00'
S89'27'21 "E
L21
19.00'
S89'27'21 "E
L22
25.47'
N46'31'15'W
L23
28.64'
S45'43'02"W
L24
10.00'
SO'43'02"W
L25
20.00'
S89'16'58"E
L26
13.00'
S89'16'58"E
L27
17.27'
NO'43'02"E
L28
25.47'
N29'58'32"W
L29
33.42'
N52'08'40"E
L30
28.88'
S43'40'46"E
L31
12.55'
N9'28'49"E
L32
29.00'
N46'56'29"E
L33
29.00'
S45'51'11 "E
L34
35.35'
N45'32'39"E
L35
5.00'
SO'32'37"W
L36
15.00'
N89'27'21"W
L37
17.82'
S30'26'08"E
L38
28.81'
S30'26'08'E
L39
11.55'
NO'43'02"E
L40
9.90'
SO'32'39"W
L41
16.56'
S89'27'21 "E
L42
10.10'
SO'32'39"W
L43
29.49'
N69'10'4VW
L44
20.71'
S30'26'08"E
L45
48.53'
S13'17'40"W
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
BEARING
CHORD
C1
34.04'
375.00'
512'04"
S82'02'11"E
34.03'
C2
61.44'
500.00'
7'02'24"
N85'56'09"W
61.40'
C3
26.00'
500.00'
2'58'47"
N80'55'33"W
26.00'
C4
34.96'
400.00'
5'00'26"
S81 '56'23"E
34.95'
C5
35.87'
425.00'
4'50'11"
S81'47'31"E
35.86'
C6
20.58'
475.00'
2'28'55"
N88'12'53"W
20.57'
C7
45.88'
300.00'
8'45'47"
N5'05'56" E
45.84'
C8
27.96'
18.00'
89'00'10"
S35'01'16"E
25.23'
C9
28.59'
18.00'
90'59'50"
N54'58'44"E
25.68'
C10
52.01'
300.00'
9'56'00"
N84'29'21"W
51.95'
C11
14.72'
319.00'
2'38'37"
N88'08'02"W
14.72'
C12
40.59'
319.00'
7'17'23"
N83'10'02"W
40.56'
C13
42.31'
281.00'
8'37'39"
N85'08'31"W
42.27'
C14
6.40'
281.00'
1'18'21"
N80'10'31"W
6.40'
C15
28.27'
18.00'
90'00'00"
S44'27'21 "E
25.46'
C16
28.27'
18.00'
90100'00"
N45'32'39"E
25.46'
C17
70.69'
45.00'
90'00'00"
S45'32'39"W
63.64'
C18
40.84'
26.00'
90'00'00"
S45'32'39"W
36.77'
C19
19.00'
64.00'
17'00'22"
S82'02'28"W
18.93'
C20
42.42'
64.00'
37'58'50"
S54'32'52"W
41.65'
C21
39.11'
64.00'
35'00'48"
S18'03'03"W
38.50'
C22
60.67'
45.00'
77'14'59"
S38'04'51 "E
56.18'
C23
35.05'
26.00'
77'14'59"
S38'04'51 "E
32.46'
C24
10.00'
64.00'
8'57'12"
S3'55'57"E
9.99'
C25
34.53'
64.00'
30'54'57"
S23'52'01 "E
34.12'
C26
41.75'
64.00'
37'22'50"
S58'00'55"E
41.02'
C27
70.69'
45.00'
90'00'00"
N58'17'40"E
63.64'
C28
40.84'
26.00'
90'00'00"
N58'17'40"E
36.77'
C29
36.16'
64.89'
31'55'27"
N87'19'56"E
35.69'
C30
25.16'
64.89'
22'12'47"
N60'15'49"E
25.00'
C31
39.72'
64.89'
35'04'22"
N31'37'15"E
39.11'
C32
37.19'
62.00'
34'22'07"
N3'53'24"W
36.64'
C33
47.99'
80.00'
34'22'07"
N3'53'24"W
47.27'
C34
28.74'
99.00'
16'38'04"
N4'58'38"E
28.64'
C35
30.64'
99.00'
17'44'03"
N12'12'26"W
30.52'
C36
8.86'
62.00'
811'32"
N25'10'13"W
8.86'
C37
54.38'
62.00'
50'15'21"
N54'23'40"W
52.66'
C38
81.61'
80.00'
58'26'53"
N50'17'54"W
78.12'
C39
29.73'
99.00'
1712'25'
N29'40'40"W
29.62'
C40
40.28'
99.00'
23'18'37"
N49'56'11"W
40.00'
C41
30.98'
99.00'
17'55'51"
N70'33'25"W
30.86'
C42
16.12'
525.00'
1'45'34"
N88'34'34"W
16.12'
\�NNL LA NO
1ST G1
CLINTON W. HANSEN O
SEE SHEET 1 FOR NOTES
PLS 1 1 1 18 a. 1 10
n vA S�01 111S30 _
�j 97'F
OF
W NPS
Lan
JOB NO. 17-79
BOOK , PAGE
pt,
0 30 60 120
LEGEND
•
FOUND 1/2" REBAR AS NOTED
•
FOUND 5/8" REBAR AS NOTED
SET 1/2" REBAR WITH PLS 1 1 1 18
•
PLASTIC CAP
•
SET 5/8" REBAR WITH PLS 1 1 1 18
PLASTIC CAP
FOUND ALUMINUM CAP MONUMENT
FOUND BRASS CAP MONUMENT
- -
SECTION LINE
- - - -
CENTER LINE
SUBDIVISION BOUNDARY LINE
LOT LINE
ADJACENT PROPERTY LINE
....................................•
SURVEY TIE LINE
- - - - - - -
EASEMENT LINE AS NOTED
CROSS ACCESS SHARED DRIVEWAY
EASEMENT LINE
----------------
PUID EASEMENT LINE, SEE NOTES 1 AND 2
ACHD PERMANENT SIDEWALK
EASEMENT LINE, INST. NO.
ACHD PERMANENT DRAINAGE EASEMENT
olutions
Land Surveying and Consulting
231 E. 5TH ST., STE. A
MERIDIAN, ID 83642
(208) 288-2040 fax (208) 288-2557
www.landsolutions.biz
SHEET 2 OF 5
OAKS WEST SUBDIVISION NO. 1
N
J
I
� o
Z �
0
W Q DR.
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=)
to
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\SCD
oa
U) N
00
50.00' 35.29' C11 C12 8.72'-'-J
19' f f�cb,
o� 60.20. G°' 19' L_ 5.00' 1 ''-5.00' '�
____ , 1
- �- - - �' '
aC10 0, S7 06.5= _ 48.32' 9.
23'
20.00' 28.57' C13 21 E H! _ 93.91'
_ C14 MATTA oo
r-------------, ____5--� s3 W A �R 200.48' ��
___-_ 50 0 c� 32 `�� cp
63. ____� 0
i 50'
`714 i _3 --� r N 15.83'
" 1 0 ' �� 68cp
M N N 10 o rn oN ' �g
cam, o o , 3
N00
04 Z i i i � N N 12 p
o ro a
z I- 5.00' i i i i � `" N 13 moi' cP o 01
7T'5. J5.00
- 1 , I
� , 0 I"5.00'
50.12' 63.50'- L_ ,
S7931'21" 63.50' i___ 0 1g 1 �` 30 0 1
E 254.00' 63.50
1 L----S89'42'34"E- ----
---- 63 5p' W � w
14- r ------ 110.67'----- ---
N;76'42'20,,
--,
^0 1 i ; 63.50_' N76 42 20"w O I i }
(� 5.00; i�.00' - o -i r- -- 635 317.50' v i o 29 uu-i o
13.00' 19 19'
!u i ,WB�O - -i r----635 / ,
vo f� 18 vo "o ! f L'i< ,3 f �' - 0---_, r- _'r `S7642'20"E -10.00' '
63.50'
1 - --__;
20. L o ---- ----- %/ 1/ o0 00 2 1 16 o 00 / U `__ 28 U IV-
)
cV-
1 , / p
00' \ Lnj J 10
N N 63.50' - _[` 11 i ? i �� ' `5764220
^ 0 'E-__ m �u�
\ _ , 63-50'�21.00'�tIzB.
W
_ 63.50' ` - 5 00�, 1'x'5.00
I
°p' `0. S764�RUAfkPN0 DR 63.so' �` z 1s' 19, ~ 1``00' "'' .
--- _ 622.31' \ _ 6350' r--- `-S764220'E__-_ i o
- ---; 6`' \ _ 10.16' GO --121.2 �t
63 50
I) 3 ' 1 ' _-____ 6 5p, 1
� ,
cu 18 0 , , r_,
C4 6
2 i 19 W it 9.27' C29 tp1
110 2
' M
5.o°�y 1 .00' `L o01 �l �,� - 127.28 _ `--- ,� c i
J -------5 1
1 / O o ' T
'20• 00' ;
5.001 1-�5.0p, o nl/gj�"
it,
BLOCK % % z ; ; 2�.op---S76- `''
4X20 o
63.50%----.J it; i
S764220"E, �--�'c'0
o
�10. -i
531.64' 6350'---'� @)00,
'
17 __20_00' oo ic
I
1145.22' , ` --- '150.64;__, cc
SfITY of MER`o
N0. ER E'A EMENT,Oi4N --2
4 095965 /NST co
IL0
LINE TABLE
L7
109.14' L10
DIRECTION
L1
58.00'
to
'L20
L21
00
S89*27'21 "E ��' J 25.00'
BLOCK 6
25.00'
L3
14.00'
_�.o M
o
��2 BLOCK 7 �,1 L25�� N
N L2
JI 1
L5
14.00'
c"i
82.71'�J-C-42 \51 o
10.00'
NO'32'39"E
L7
38.00'
S89'27'21 "E
L8
10.00'
SO'32'39"W
Z
14.16'
;r, o
N Z
,ori cP
7926 '09" E
1
- - -
L11
39.17'
121_71'
12710 /
50.10'
S8'27'38"W
-
S89.27'21"E 392.71' W. QUINTALE DR C2
N
Cl
L14
"E
J
-�_
S79 26'09
O
_
S89'27'21
1
352.71' C6
-���o
`" E 135.22' - -�_ C4 v
L17
S89'27'21"E
335.14'
68.14' S79'
1 E
57926'09'E�113.84�
19.00'
S89'27'21 "E
50.00'
w i
__50_00'_
i
-�
r ---------i
i ------------i
L21
��`L�' 0
N
_
I BLOCK
2
I 1
19' 19'
o 13.00=_
� `� 3s acs
L24
1
1
L25
20.00'
_
1'--5.00' 8.00 _I' �
16_'21 "_E
13.00'
w
N
C
M
NO'43'02"E
�LLI CO
n O
^0' --S79'3
19_7-._6 8'
00' b r 85.22_N
N29'58'32"W
L29
N52'08'40"E
'-
I
O , -
f " �
SO i;
-----
12.55'
N9'28'49"E
o
i
i 5.00' ' 1
BLOCK 1 0;'/
rn 1
.J
L--------I+jl
i- '
--------�
I vo
' 1 1 I
L----------1 ' -'-121.00'
35
1 N
34
5.00'
N
J
I
� o
Z �
0
W Q DR.
m --d-
=)
to
�
\SCD
oa
U) N
00
50.00' 35.29' C11 C12 8.72'-'-J
19' f f�cb,
o� 60.20. G°' 19' L_ 5.00' 1 ''-5.00' '�
____ , 1
- �- - - �' '
aC10 0, S7 06.5= _ 48.32' 9.
23'
20.00' 28.57' C13 21 E H! _ 93.91'
_ C14 MATTA oo
r-------------, ____5--� s3 W A �R 200.48' ��
___-_ 50 0 c� 32 `�� cp
63. ____� 0
i 50'
`714 i _3 --� r N 15.83'
" 1 0 ' �� 68cp
M N N 10 o rn oN ' �g
cam, o o , 3
N00
04 Z i i i � N N 12 p
o ro a
z I- 5.00' i i i i � `" N 13 moi' cP o 01
7T'5. J5.00
- 1 , I
� , 0 I"5.00'
50.12' 63.50'- L_ ,
S7931'21" 63.50' i___ 0 1g 1 �` 30 0 1
E 254.00' 63.50
1 L----S89'42'34"E- ----
---- 63 5p' W � w
14- r ------ 110.67'----- ---
N;76'42'20,,
--,
^0 1 i ; 63.50_' N76 42 20"w O I i }
(� 5.00; i�.00' - o -i r- -- 635 317.50' v i o 29 uu-i o
13.00' 19 19'
!u i ,WB�O - -i r----635 / ,
vo f� 18 vo "o ! f L'i< ,3 f �' - 0---_, r- _'r `S7642'20"E -10.00' '
63.50'
1 - --__;
20. L o ---- ----- %/ 1/ o0 00 2 1 16 o 00 / U `__ 28 U IV-
)
cV-
1 , / p
00' \ Lnj J 10
N N 63.50' - _[` 11 i ? i �� ' `5764220
^ 0 'E-__ m �u�
\ _ , 63-50'�21.00'�tIzB.
W
_ 63.50' ` - 5 00�, 1'x'5.00
I
°p' `0. S764�RUAfkPN0 DR 63.so' �` z 1s' 19, ~ 1``00' "'' .
--- _ 622.31' \ _ 6350' r--- `-S764220'E__-_ i o
- ---; 6`' \ _ 10.16' GO --121.2 �t
63 50
I) 3 ' 1 ' _-____ 6 5p, 1
� ,
cu 18 0 , , r_,
C4 6
2 i 19 W it 9.27' C29 tp1
110 2
' M
5.o°�y 1 .00' `L o01 �l �,� - 127.28 _ `--- ,� c i
J -------5 1
1 / O o ' T
'20• 00' ;
5.001 1-�5.0p, o nl/gj�"
it,
BLOCK % % z ; ; 2�.op---S76- `''
4X20 o
63.50%----.J it; i
S764220"E, �--�'c'0
o
�10. -i
531.64' 6350'---'� @)00,
'
17 __20_00' oo ic
I
1145.22' , ` --- '150.64;__, cc
SfITY of MER`o
N0. ER E'A EMENT,Oi4N --2
4 095965 /NST co
IL0
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
58.00'
S89'27'23"E
L2
28.28'
S44'27'21 "E
L3
14.00'
NO -32'39"E
L4
38.00'
S89'27'21 "E
L5
14.00'
SO'32'39"W
L6
10.00'
NO'32'39"E
L7
38.00'
S89'27'21 "E
L8
10.00'
SO'32'39"W
L9
14.16'
N45'37'51"E
L10
83.00'
S89'16'58"E
L11
39.17'
SO'43'02"W
L12
50.10'
S8'27'38"W
L13
15.00'
SO'32'37"W
L14
35.35'
S44'27'21 "E
L15
28.28'
S45'32'39"W
L16
28.28'
N44'27'21"W
L17
19.00'
S89'27'21 "E
L18
19.00'
S89'27'21 "E
L19
28.28'
S45'32'39"W
L20
19.00'
S89'27'21 "E
L21
19.00'
S89'27'21 "E
L22
25.47'
N46'31'15"W
L23
28.64'
S45'43'02"W
L24
10.00'
SO'43'02"W
L25
20.00'
S89'1 6'58"E
L26
13.00'
S89'16'58"E
L27
17.27'
NO'43'02"E
L28
25.47'
N29'58'32"W
L29
33.42'
N52'08'40"E
L30
28.88'
S43'40'46"E
L31
12.55'
N9'28'49"E
L32
29.00'
N46'56'29"E
L33
29.00'
S45'51'11 "E
L34
35.35'
N45'32'39"E
L35
5.00'
SO'32'37"W
L36
15.00'
N8927'21"W
L37
17.82'
S30'26'08"E
L38
28.81'
S30'26'08"E
L39
11.55'
NO'43'02"E
L40
9.90'
SO'32'39"W
L41
16.56'
S89'27'21 "E
L42
10.10'
SO'32'39"W
L43
29.49'
N69'10'49"W
L44
20.71'
S30'26'08"E
L45
48.53'
S13'17'40"W
SEE SHEET 1 FOR NOTES
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
BEARING
CHORD
C1
34.04'
375.00'
5'12'04"
S82'02'11 "E
34.03'
C2
61.44'
500.00'
7'02'24"
N85'56'09"W
61.40'
C3
26.00'
500.00'
2'58'47"
N80'55'33"W
26.00'
C4
34.96'
400.00'
5'00'26"
S81'56'23"E
34.95'
C5
35.87'
425.00'
4'50'11"
S81'47'31"E
35.86'
C6
20.58'
475.00'
2'28'55"
N88'12'53"W
20.57'
C7
45.88'
300.00'
8'45'47"
N5'05'56"E
45.84'
C8
27.96'
18.00'
89'00'10"
S35'01'1 6"E
25.23'
C9
28.59'
18.00'
90'59'50"
N54'58'44"E
25.68'
C10
52.01'
300.00'
9'56'00"
N84'29'21"W
51.95'
C11
14.72'
319.00'
2'38'37"
N88'08'02"W
14.72'
C12
40.59'
319.00'
7'17'23"
N83'10'02"W
40.56'
C13
42.31'
281.00'
8'37'39"
N85'08'31"W
42.27'
C14
6.40'
281.00'
1'18'21"
N80'10'31"W
6.40'
C15
28.27'
18.00'
90'00'00"
S44'27'21"E
25.46'
C16
28.27'
18.00'
90'00'00"
N45'32'39"E
25.46'
C17
70.69'
45.00'
90'00'00"
S45'32'39"W
63.64'
C18
40.84'
26.00'
90'00'00"
S45'32'39"W
36.77'
C19
19.00'
64.00'
17'00'22"
S82'02'28"W
18.93'
C20
42.42'
64.00'
37'58'50"
S54'32'52"W
41.65'
C21
39.11'
64.00'
35'00'48"
S18'03'03"W
38.50'
C22
60.67'
45.00'
77'14'59"
S38'04'51"E
56.18'
C23
35.05'
26.00'
77'14'59"
S38'04'51 "E
32.46'
C24
10.00'
64.00'
8'57'12"
S3'55'57"E
9.99'
C25
34.53'
64.00'
30'54'57"
S23'52'01"E
34.12'
C26
41.75'
64.00'
37'22'50"
S58'00'55"E
41.02'
C27
70.69'
45.00'
90'00'00"
N58*17'40"E
63.64'
C28
40.84'
26.00'
90'00'00"
N58*17'40"E
36.77'
C29
36.16'
64.89'
31'55'27"
N87'19'56"E
35.69'
C30
25.16'
64.89'
22'12'47"
N60'15'49"E
25.00'
C31
39.72'
64.89'
35'04'22"
N31'37'15"E
39.11'
C32
37.19'
62.00'
34'22'07"
N3'53'24"W
36.64'
C33
47.99'
80.00'
34'22'07"
N3'53'24"W
47.27'
C34
28.74'
99.00'
16'38'04"
N4'58'38"E
28.64'
C35
30.64'
99.00'
17'44'03"
N12'12'26"W
30.52'
C36
8.86'
62.00'
8'11'32"
N25'10'13"W
8.86'
C37
54.38'
62.00'
50'15'21"
N54'23'40"W
52.66'
C38
81.61'
80.00'
58'26'53"
N50'17'54"W
78.12'
C39
29.73'
99.00'
17'12'25"
N29'40'40"W
29.62'
C40
40.28'
99.00'
23'18'37"
N49'56'11"W
40.00'
C41
30.98'
99.00'
17'55'51"
N70'33'25"W
30.86'
C42
16.12'
525.00'
1'45'34"
N88'34'34"W
16.12'
CLINTON W. HANSEN
PLS 11118
BOOK , PAGE
LEGEND
• FOUND 1/2" REBAR AS NOTED
• FOUND 5/8" REBAR AS NOTED
SET 1/2" REBAR WITH PLS 1 1 1 18
PLASTIC CAP
0 SET 5/8" REBAR WITH PLS 1 1 1 18
PLASTIC CAP
0 FOUND ALUMINUM CAP MONUMENT
A FOUND BRASS CAP MONUMENT
- - SECTION LINE
- - - - CENTER LINE
SUBDIVISION BOUNDARY LINE
LOT LINE
ADJACENT PROPERTY LINE
••••••••••••••••••••••••••••••••••••• SURVEY TIE LINE
- - - - - - - EASEMENT LINE AS NOTED
----------
CROSS ACCESS SHARED DRIVEWAY
EASEMENT LINE
-----------------
PUID EASEMENT LINE, SEE NOTES 1 AND 2
ACHD PERMANENT SIDEWALK
EASEMENT LINE, INST. NO.
%Ll 11�jJ ACHD PERMANENT DRAINAGE EASEMENT
\�NNL LA lye
%S T R GSL L ® U I O
�0 Land Surveying and Consulting
IDI
C) q7, OQ. �= 231 E. 5TH ST., STE. A
OF �5 MERIDIAN, ID 83642
O/V W. NP (208) 288-2040 fax (208) 288-2557
www.landsolutions.biz
JOB NO. 17-79 SHEET 3 OF 5
OAKS WEST SUBDIVISION NO. 1
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 OAKS WEST SUBDIVISION NO. 1;
A PARCEL LOCATED IN THE NW 1/4 OF THE NW 1/4 OF SECTION 33, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE
MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A BRASS CAP MONUMENT MARKING THE NORTHWEST CORNER OF SAID NW 1/4 OF THE NW 1/4,
FROM WHICH AN ALUMINUM CAP MARKING THE SOUTHWEST CORNER OF THE NW 1/4 OF SAID SECTION 33 BEARS
S 0'32'37" W A DISTANCE OF 2633.74 FEET,
THENCE S 0'32'37" W ALONG THE WESTERLY BOUNDARY OF SAID NW 1/4 OF THE NW 1/4 A DISTANCE OF 439.71
FEET TO THE POINT OF BEGINNING;
THENCE LEAVING SAID WESTERLY BOUNDARY S 89°27'23" E A DISTANCE OF 58.00 FEET TO A 5/8 INCH REBAR;
THENCE S 44'27'21 " E A DISTANCE OF 28.28 FEET TO A 5/8 INCH REBAR,-
THENCE
EBAR;THENCE S 89'27'21 " E A DISTANCE OF 366.00 FEET TO A 5/8 INCH REBAR;
THENCE N 0'32'39" E A DISTANCE OF 14.00 FEET TO A 5/8 INCH REBAR,-
THENCE
EBAR;THENCE S 89'27'21 " E A DISTANCE OF 38.00 FEET TO A 5/8 INCH REBAR;
THENCE S 0'32'39" W A DISTANCE OF 14.00 FEET TO A 5/8 INCH REBAR;
THENCE S 89°27'21 " E A DISTANCE OF 233.00 FEET TO A 5/8 INCH REBAR;
THENCE N 0'32'39" E A DISTANCE OF 10.00 FEET TO A 5/8 INCH REBAR,-
THENCE
EBAR;THENCE S 89°27'21 " E A DISTANCE OF 38.00 FEET TO A 5/8 INCH REBAR;
THENCE S 0'32'39" W A DISTANCE OF 10.00 FEET TO A 5/8 INCH REBAR,-
THENCE
EBAR;THENCE S 89°27'21 " E A DISTANCE OF 109.14 FEET TO A 5/8 INCH REBAR;
THENCE N 45'37'51 " E A DISTANCE OF 14.16 FEET TO A 5/8 INCH REBAR,-
THENCE
EBAR;THENCE S 89° 16'58" E A DISTANCE OF 83.00 FEET TO A 5/8 INCH REBAR;
THENCE S 0'43'02" W A DISTANCE OF 39.17 FEET TO A 5/8 INCH REBAR,-
THENCE
EBAR;THENCE S 79'26'09" E A DISTANCE OF 127.10 FEET TO A 5/8 INCH REBAR;
THENCE A DISTANCE OF 34.04 FEET ALONG THE ARC OF A 375.00 FOOT RADIUS CURVE LEFT, SAID CURVE
HAVING A CENTRAL ANGLE OF 5° 12'04" AND A LONG CHORD BEARING S 82'02'1 1 " E A DISTANCE OF 34.03 FEET
TO A 5/8 INCH REBAR ON THE WESTERLY BOUNDARY OF THE OAKS SOUTH SUBDIVISION NO. 5 AS SHOWN IN
BOOK 1 12 OF PLATS ON PAGES 16417 THRU 16423, RECORDS OF ADA COUNTY, IDAHO;
THENCE S 8'27'38" W ALONG SAID WESTERLY BOUNDARY A DISTANCE OF 50.10 FEET TO A 5/8 INCH REBAR;
THENCE CONTINUING ALONG SAID WESTERLY BOUNDARY AND THE PROLONGATION THEREOF S 21'04'20" E A
DISTANCE OF 288.30 FEET TO A 5/8 INCH REBAR;
THENCE LEAVING SAID WESTERLY BOUNDARY PROLONGATION S 7'43'36" W A DISTANCE OF 474.06 FEET TO A
5/8 INCH REBAR ON THE NORTHERLY RIGHT-OF-WAY OF FIVE MILE CREEK;
THENCE N 76'42'20" W ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 1183.16 FEET TO A 5/8 INCH
REBAR ON THE WESTERLY BOUNDARY OF SAID NW 1/4 OF THE NW 1/4;
THENCE N 0'32'37" E ALONG SAID WESTERLY BOUNDARY A DISTANCE OF 602.79 FEET TO THE POINT OF
BEGINNING.
THIS PARCEL CONTAINS 19.07 ACRES.
ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM AN EXISTING WATER
SYSTEM AND 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
20
BROOKFIELD HOLDINGS (HAYDEN II) LLC
ANDREW BRAUSA, MANAGER
ACKNOWLEDGMENT
STATE OF IDAHO
COUNTY OF ADA � S.S.
BOOK , PAGE
ON THIS DAY OF 20___, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID
STATE PERSONALLY APPEARED ANDREW BRAUSA, KNOWN TO ME TO BE A MANAGER OF BROOKFIELD
HOLDINGS (HAYDEN II) 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.
CLINTON W. HANSEN
IDAHO NO. 1 11 18
JOB NO. 17-79
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(208) 288-2040 fax (208) 288-2557
www.landsolutions.biz
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SHEET 4 OF 5
OAKS WEST SUBDIVISION NO. 1
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.
DISTRICT HEALTH DEPARTMENT, 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.
MERIDIAN 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
BOOK , PAGE
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
THIS DAY OF
DEPUTY
FEE:
CLINTON W. HANSEN
PLS 11118
MINUTES PAST O'CLOCK _.M. ON
20, IN BOOK __ OF PLATS AT PAGES
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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.landsolutions.biz
JOB NO. 17-79 SHEET 5 OF 5