Final Plat V129' ERIDIANg-
APPROVED
ChM.O�W2
FUNO�-
I
I
LCE 1/16 CORNER
FOUND ALUMINUM CAP
CP&F INST. No. 2021-116529
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FOUND BRASS CAP
CP&FINST. No. 2020-020779
W. McMillan Rd. _ S.29
S.28
S.32
TS.33
CHUKAR
I
RIDGE SUBDIVISION
I I I I I
1 I FOUND 1/2" REBAR, REPLACED
ss 1 3� I WITH 5/8" REBAR WITH
N00°32'39"E
I
�
PLASTIC CAP, PLS 7880
2633.70'
- S89°19'38_E 934.90'
- -
- N89°19'38"W 388.10'
-- -
S.33
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POINT OF BEGINNING
S 32 EAST 1/4 CORNER
O O O O
33.47' SOUTHEAST CORNER OF
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LOT 37, BLOCK 2 OF
CHUKAR RIDGE SUDIVISION
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CITY OF MERIDIAN
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REGIONAL PATHWAY EASEMENT
INST. No. 2022-
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27
26
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20'WIDE CITY OF MERIDIANWATER EASEMENT
PERINST.No.2022-
W. BECKY CT.
O
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11
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12
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BLOCK
4
13
14
15
16
17
25
-N89°20'14"W 712.67'UNPLATTED
4- --N8WO'$*W-4322�-.-.-.-.-.-.-SE 1/16TH CORNERFOUND ALUMINUM CAP,
CP&FINST.No.2021-116531
Curve Table
CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
C1
653.47'
12,874.91'
2°54'29"
S08°17-54"W
653.40'
PROPOSED ITO RIGHT-OF-WAY
FOR STATE HIGHWAY 16
CITY OF MERIDIAN
Z
Wal L6
F, !2y
Legend
Final Plat for
p gAviator S rin s Subdivision
Located in the NE 1/4 of the SE 1/4 of Section 32,
Township 4 North, Range 1 West, Boise Meridian
City of Meridian, Ada County, Idaho
2022
0 100, 200'
Scale: 1" = 100'
FOUND BRASS OR ALUMINUM CAP
MONUMENT, AS SHOWN
FOUND 5/8" REBAR AS SHOWN
FOUND 1/2" REBAR, PLS 7880
SET 5/8"X24" REBAR WITH PLASTIC
CAP, PLS 7880
o
SET 1/2"x24" REBAR WITH PLASTIC
CAP, PLS 7880
CALCULATED POINT (NOTHING SET)
(1295.96')
FORMERLY DESCRIBED AS
LOT NUMBER
SECTION LINE
SUBDIVISION BOUNDARY LINE
RIGHT-OF-WAY LINE
INTERIOR LOT LINE
CENTERLINE
ADJACENT PROPERTY LINE
- - - - - - - - -
EASEMENT LINE
�/777771
EASEMENT HATCHING
Survey Narrative
THIS PLAT WAS PREPARED TO SUBDIVIDE THE PROPERTY INTO LOT &
BLOCKS. THE FOUR CORNERS OF THE NORTHEAST QUARTER OF THE
SOUTHEAST QUARTER, AND THE SOUTHEAST CORNER OF SECTION 32
WERE FOUND AND HELD FOR THIS SURVEY. THE EAST ONE QUARTER
CORNER OF SECTION 32 AND THE SOUTHEAST CORNER OF SECTION 32
WERE HELD FOR THE BASIS OF BEARING.
Referenced Surveys
1. RECORD OF SURVEY No.11348, OF ADA COUNTY RECORDS.
2. RECORD OF SURVEY No. 8859, OF ADA COUNTY RECORDS.
REGIONAL PATHWAY EASEMENT
INST. No. 2022- 3. RECORD OF SURVEY No. 8989, OF ADA COUNTY RECORDS.
4. FINAL PLAT CHUKAR RIDGE SUBDIVISION, BOOK 122, PAGES
19397-19400, OF ADA COUNTY RECORDS.
I
N89°20'14"W 611.56'S 1/16 CORNER
ILLEGIBLE
�2
FOUND 5/8" REBAR
CP&FINST.No.2022-013694
W. UStick Rd. S.32 S.33 TA N, R.1 W.
S.r� S.4 T.3N,R.1W.
Nntpe
1. ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY LINE HAVE A TEN (10) FOOT WIDE
PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE AND PROPERTY IRRIGATION EASEMENT,
UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE AND IRRIGATION EASEMENTS ARE
RESERVED FOR THE AVIATOR SPRINGS HOMEOWNERS ASSOCIATION, INC.
2. EACH SIDE OF INTERIOR LOT LINES HAVE A FIVE (5) FOOT WIDE PUBLIC UTILITIES, PROPERTY
DRAINAGE AND PROPERTY IRRIGATION EASEMENT, UNLESS DIMENSIONED OTHERWISE. SAID
DRAINAGE AND IRRIGATION EASEMENTS ARE RESERVED FOR THE AVIATOR SPRINGS
HOMEOWNERS ASSOCIATION, INC.
3. LOT LINES ALONG THE REAR OF THE LOT AND ALONG THE EXTERIOR SUBDIVISION BOUNDARY
HAVE A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE AND
PROPERTY IRRIGATION EASEMENT, UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE AND
IRRIGATION EASEMENTS ARE RESERVED FOR THE AVIATOR SPRINGS HOMEOWNERS
ASSOCIATION, INC.
4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING
AND SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT, OR AS
SPECIFICALLY APPROVED AND/OR REQUIRED.
5. ANY RESUBDIVISION OF THIS PLAT SHALL CONFORM TO THE APPLICABLE REGULATIONS IN
EFFECT AT THE TIME OF RESUBDIVISION.
6. LOTS 10, 17, & 25, BLOCK 1; LOTS 1 & 12, BLOCK 2; LOTS 4, 12 & 45, BLOCK 3; AND LOTS 9 &
18, BLOCK 4 ARE DESIGNATED AS COMMON LOTS AND SHALL BE OWNED AND MAINTAINED BY
THE AVIATOR SPRINGS HOMEOWNERS ASSOCIATION, INC. OR ASSIGNS.
7. IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(,)(b), THE OWNER OF THIS SUBDIVISION
HAS PROVIDED AN UNDERGROUND IRRIGATION SYSTEM. LOTS WITHIN THIS SUBDIVISION WILL
BE OBLIGATED FOR ASSESSMENTS FROM THE NAMPA-MERIDIAN IRRIGATION DISTRICT FOR SAID
IRRIGATION WATER.
8. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH PRESSURIZED
IRRIGATION SERVICE WHICH WILL BE OWNED, OPERATED AND MAINTAINED BY THE AVIATOR
SPRINGS HOMEOWNERS ASSOCIATION, INC. ALL PRESSURIZED IRRIGATION SYSTEMS IN
COMMON LOTS WITHIN THIS SUBDIVISION WILL BE OWNED AND MAINTAINED BY THE AVIATOR
SPRINGS HOMEOWNERS ASSOCIATION, INC.
9. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE 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 WHENEVER A NUISANCE RESULTS FROM THE
IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL
FACILITY OR EXPANSION THEREOF."
10. ALL LOTS, INCLUDING BUILDING AND OCCUPANCY ARE SUBJECT TO THE TERMS AND
CONDITIONS OF THAT CERTAIN DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND
EASEMENTS FOR AVIATOR SPRINGS SUBDIVISION FILED AS INSTRUMENT No.
RECORDS OF ADA COUNTY, IDAHO AS AMENDED FROM TIME TO
TIME.
11. THIS SUBDIVISION IS SUBJECT TO AN EXISTING ADA COUNTY HIGHWAY DISTRICT (ACHD)
EASEMENT AS RECORDED IN INSTRUMENT No. 2022- RECORDS OF ADA
COUNTY,IDAHO.
12. THIS SUBDIVISION IS SUBJECT TO A LICENSE AGREEMENT WITH ACHD AS RECORDED IN
INSTRUMENT No. 2022- , RECORDS OF ADA COUNTY, IDAHO.
13. THE BOTTOM ELEVATION OF HOUSE FOOTINGS SHALL BE A MINIMUM OF 12-INCHES ABOVE THE
HIGHEST KNOWN NORMAL GROUND WATER ELEVATION.
14. EXISTING EASEMENT FOR EMERGENCY ACCESS AS RECORDED IN INSTRUMENT No. 2021-170502,
RECORDS OF ADA COUNTY, IDAHO.
15. ACCESS TO HIGHWAY 16IS PROHIBITED.
LANs"�
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462 East Shore Drive, Suite 100
Eagle, ID 83616 PH:(208) 939-4041
PN 120194 SHEET 1 OF 5
29' E1Z,IDIANg-
APPROVED
ChM.O�W2
FUNNMBFA:�-
I
CE 1/16 CORNER
FOUND ALUMINUM CAP
CP&F INST. No. 2021-116529
I
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110.00,---I 2
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A� N89°25''18"W I
Final Plat for
Aviator Springs Subdivision,
2022
36 I 37
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CHUKAR RIDGE SUBDIVISION
23.50' 40.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 52.00' 50.00, 50.00' 38.01'
w � BLOCK 2 I
ON O N O N O
o i o 0 0 o O oo O oo O o0 o O8 00 o O o0 10 0 0 11 o
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N89°25'18"W �-
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r 109.79' I �,
O O Y O OO N x I O 3 - - W. YOKE ST. S89°19'39"E 573.86'
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109.36'
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109.83'
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N89°25'18"W
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147.39'
- .51.70' - C�
C12
8' NOTE 11
L2
I
/I 30' ACHD DRAINAGE EASEMENT
N89°25'18"W 247.54'
S89°19'39"E 377.63'- W. PILOT CT.
282.43' -
C53
m
20' WIDE CITY OF MERIDIAN
WATER EASEMENT
PER INST. No. 2022-
- - - -- 681°1ji,
'
z N89°25'18"W 247.49' I ( ui i 50.00' 50.00' 50.00' 50.00'9'39"E a
1 W I 00,
co
U N N O N O N O WWv a 31� 0 82 v o 3$ vo Q iaC49<C48 C38
Z-46.30'--50.00' --50.00'- -43.07'-
X � S89°19'3- 232.87' -
8' NOTE 11 I I En W. BECKY CT. Q- c S81°1 42_04'
ILo
46.30'. - 50.00'- _50.001_-43.07'_ N
S89°25'18"E I I C35 C36 -46.41'_ C4
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l m oo N89°19'39"W N89°19'39"W N89°19'39"W N87-16'22"W N81°1939" oN
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M 50.00' 50.00' 50.00' 50.03, S0.00' W
65.00'
N81°79'39"L1
�.59' 63.11' \_
SEE SHEET 3 OF 5
z CHUKAR RIDGE SUBDIVISION
t33.47' 39100.70' 1POINT OF BEGINNING
OSOUTHEAST CORNER OF
S8233'01'E LOT 37, BLOCK 2 OF
Inn nn- ° I CHUKAR RIDGE SUDIVISION
G
•^J
J
"
0 60'
120'
Scale: 1" = 60'
See Sheet 1 for Notes & Legend
CITY OF MERIDIAN
REGIONAL PATHWAY EASEMENT
I I INST. No.2o22-
Curve
Table
(This
Sheet Only)
_ S82°33'01"E I 12'
_ CZ' � 124 11,
CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
c1
653.47'
12,874.91'
2°54'29"
S08°17'54"W
653.40'
8' NOTE 11 / 4.27'
C2
38.62'
67.00'
33°01'23"
574°09'40'W
38.08'
/
All /�
C3
57.23'
HMO'
48°5878"
S33°10AM
55.50'
C4
1.47'
67.00'
1015'41'
S08°04'49'W
1.47'
BLOCK 3 '
C5
63.18'
43.50'
83°13'22"
S49-03-40"W
57.77'
C6
29.05'
20.00'
83'13'23"
N49°03'40'E
26.56'
OI /
C7
31.42'
20.00'
90000,001,
N44°19'39W
28.28'
00,
C8
31.42'
20.00,
90000,001,
N45°40'21'E
28.28'
.00' / I
PROPOSED ITD RIGHT-OF-WAY
FOR STATE HIGHWAY 16
v
C9
31.42'
20.00'
90,00,001,
N44°19'39V
28.28'
clo
68.33'
43.50'
90,00,001,
S44°7939"E
61.52'
C11
57.68'
67.00'
49019'20'
S43005'16'E
55.91'
\ /
C12
22.33'
67.00'
19°05'57'
S08°52%-E
22.23'
C13
31.42'
20.00'
90,00,001,
544'19139'E
28.28'
C34
27.69'
20.00'
79119'30"
N40°20'06'E
25.53'
C35
3.73'
20.00'
10040'30"
N85020'06'E
3.72'
C36
2.30,
16.50'
8*00,001,
S85'19'39"E
2.30'
C37
5.59,
40.00'
8100,001,
N85°19'39"W
5.58,
C38
6.94'
63.50'
6015'41"
N86'11'48"W
6.94'
' I O
C39
1.93'
63.50'
1°44'19'
N82'11'48"W
1.93'
/ W
I ~
C40
36.06'
48.00'
43°02'28'
S77°09'07'W
35.22'
C41
3.39'
48.00'
4°02'27'
S53°36'40'W
3.38'
C42
68.20'
57.00'
6833'22"
S8552'07'W
64.21'
- C59-
I /
N
23 � � I
o j /
C43
108.97'
57.00'
109°32'23'
N05005'00"W
93.12'
C44
57.07'
57.00'
57°22'06"
N78°22'14"E
54.72'
C45
38.50'
57.00'
38°41'59"
S53°3544"E
37.77'
C46
35.85'
48.00'
42°47'54"
S55°3841"E
35.03'
65.0D'
w/ /
C47
3.59,
48.00'
4*1 T00"
S79011'09"E
3.59'
C48
3.73'
20.00'
10'4010"
N83°5924V
3.72'
C49
27.69'
20.00'
7919'30"
N38"59'24"W
25.53'
C50
27.69'
20.00,
7919'30"
N40°20106'E
25.53'
C51
3.73'
20.00'
1004010"
N85020'O6'E
3.72'
C52
2.30'
16.50'
8100'00"
S85°7939'E
2.30'
C53
5.59,
40.00'
8000'00"
N85°19'39"W
5.58'
C54
8.87'
63.50'
8000,001,
N85'19'39'W
8.86'
C55
18.50'
48.00'
22°04'49"
587°37'57'W
18.38'
/
C56
20.95'
48.00'
25°00'06"
S64°05'29'W
20.78'
/ I
Line Table (This Sheet Only)
LINE BEARING LENGTH
C57
53.00'
57.00'
5301629"
S781341"W
51.11'
C58
125.15'
57.00'
125°48'12"
N12'1359"W
101.49'
' L1 S71034'24'W 3.29'
L2 S22°15103'W 11.20'
C59
58.59'
57.00'
58°53'21"
N8000649-E
56.04'
C60
36.01'
57.00'
361 NT
S52020'38"E
35.41'
c�
iI L3 S391953"E 15.98,
C61
38.31'
48.00'
45"43'58"
S57°06'43"E
37.30'
/ I I L4 S40°18'49"E 18.13'
1 C62
1 1.13'
48.00'
1°20'97"
S80°3910"E
/ I I
_'j i_ 14' 'M
I BLOCK 3 0
O
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-SEE SHEET
THE
LAN D
-GROUP
462 East Shore Drive, Suite 100
Eagle, ID 83616
PH:(208) 939-4041
PN 120194 SHEET 2 OF 5
DWT
APPROVED
OAR OS/ 22
FU:
Final Plat for
Aviator Springs Subdivision
2022
SEE SHEET 2 OF 5
- - - - - - - S89°25'18"E-
247.12'
10
0
30' ACHD DRAINAGE EASEMENT
L
1
I _ N
a 45
M o o� SEE SHEET 2 OF 5
M � 2 c N89019'39'W N89°19'39"W N89°19'39"W N87°76'22"W 50.00' -man
50.00, mum mum swan -
2 ' I o 50.00' 50.00' S0.00. S0.03' N81° 65.00' N81°79'39^yy _
T I BLOCK 3 60.59'9"w 63.11,\_ - 65.00'
mum
� N. MAGICAL CREEK AVE. ,
56.30' I I
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c oc 47 v o0 48 c o0 49 m
co I m 8' NOTE 11 I 23.5' 123.5' C33 z T z z T z rn o m 51 w I
zo L6 �
;0 zN
C32 8NOTE 11
cy,Jrn C1
145.57' C15--50.00'- - -46.30--50.00'- 50.00' --
I CITOF MERIDIAN0 50.00- 55.25
Ln t/\
REGIONAL PATHWAY EASEMENT
O 295.04,
' INST. No. 2022-
93.50' _ \ / /
N89°19'39"W / S89°19'39"E 388.54_
C-iN. ALTITUDE ST.
0
a
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115.58'
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_50.00'_
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--50.00'-
26.04'_C26 C?>
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12.50
8' NOTE 11
\ ma's
N89°19'39"W
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109.56'
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BLOCK
4
109.45'
I
T
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N89°19'39"W
N89°19'39"W
I N89°19'39"W
N89°19'39"W
N89°19'39"W
N89°19'39"W
N89°19'39"W
N89°19'39"W
�2
0
o
W
0
50.00'
50.00'
50.00'
50.00'
50.00'
50.00'
50.00'
50.00'
4 7'
23.5' 123.5'
I
16 p c Y v N u0i W
OL I O N GI Y
109.35'
N89°19'39'W- - I N O N O N O N O N O N O N O O Z I I� W
23.5' 123.5' 0 10 v o 11 v o 1P v o 13 v o 14 v o 15 v o 16 0 0 o I o
47'
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12.50'
&NOTE1112.54'Ia
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-50.00''50.00'-
-50.00'-
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-50.00'-
50.00'-
-50.00'-
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�.0- F_ _ _ _S89°19'39"E 468.54'
W. AILERON ST.
ti
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- - _57.03_ _ _ 65.00'- - --50.00'- _50.00'_ 50.00'- _50.00'_ _ 50.00' - _50.001_
O'EASEMENT
\ 8' NOTE 11 3.01'
Nsa .,8,o55 28' BLOCK 1
66_� _ _ 6648, 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 23
181.31' N89°20'14"W 712.67'
SE 1116TH CORNER \ \ \ \
FOUND ALUMINUM CAP,
CP&F INST. No. 2021-116531 \\ \ \\ U N P L A T T E D
01
u'
I
v
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M I
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25 4 7'
0123.50�23.50'
-<
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FOR STATE HIGHWAY 16
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CITY OF MERIDIAN
REGIONAL PATHWAY EASEMENT
INST. No. 2022-
I
I
I
44.72'
0 60' 120'
Scale: 1" = 60'
See Sheet 1 for Notes & Legend
Curve Table (This Sheet Only)
CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH
C14 31.42' 20.00' 90,00,001, S45'40'21'W 28.28'
C15 25.63' 67.00' 21'55'18" S79'42'42'W 25.48'
C16 51.24' 67.00' 43049'W S46°50'31"W 50.00,
C17 28.37' 67.00' 24'15'37" S12°48'09'W 28.16'
C18 68.33' 43.50' 90'00'00" S45040'21'W 61.52'
C19 31.42' 20.00' 90,00,001, N45°40'21"E 28.28'
C20 31.42' 20.00' 90000'00" N44'19'39"W 28.28'
C21 68.33' 43.50' 90,00,001, S44'19'39"E 61.52'
C22 105.24' 67.00' 90,00,001, S44'19'39"E 94.75'
C23 31.42' 20.00' 90000'00" S44'19'39"E 28.28'
C24 31.42' 20.00' 90000,001, S45040'21'W 28.28'
C25 64.01' 56.50' 64'54'46" S31'47'02"E 60.64'
C26 24.74' 56.50' 2500514" 576'47'02"E 24.54'
C27 125.66' 80.00, 90000,001, N44'19'39"W 113.14'
C28 65.81' 103.50' 36025'43" N17032'31"W 64.70'
C29 40.25' 103.50' 22'17'00" N46'53'53"W 40.00'
C30 51.77' 103.50' 28039'24" N72°22'05"W 51.23'
C31 4.75' 103.50' 2°37'52" N88000'43"W 4.75'
C32 3.73' 20.00' 10°4130" NW59'24"W 3.72'
C33 27.69' 20.00' 79'19'30" 1 NW5924"W 25.53'
Line Table (This Sheet Only)
LINE BEARING LENGTH
L5 N54014'38"E 32.63'
L6 N21-14-57-W 16.57'
ETA FDSU TH E
U� T
LAND
J 7880 " _GROUP
4-7-2022
1pl
�9 �Tf OF \0 o
R WAS 462 East Shore Drive, Suite 100
Eagle, ID 83616
PH:(208) 939-4041
IPN 120194 SHEET 3 OF 5 1
181.31' N89°20'14"W 712.67'
SE 1116TH CORNER \ \ \ \
FOUND ALUMINUM CAP,
CP&F INST. No. 2021-116531 \\ \ \\ U N P L A T T E D
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FOR STATE HIGHWAY 16
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CITY OF MERIDIAN
REGIONAL PATHWAY EASEMENT
INST. No. 2022-
I
I
I
44.72'
0 60' 120'
Scale: 1" = 60'
See Sheet 1 for Notes & Legend
Curve Table (This Sheet Only)
CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH
C14 31.42' 20.00' 90,00,001, S45'40'21'W 28.28'
C15 25.63' 67.00' 21'55'18" S79'42'42'W 25.48'
C16 51.24' 67.00' 43049'W S46°50'31"W 50.00,
C17 28.37' 67.00' 24'15'37" S12°48'09'W 28.16'
C18 68.33' 43.50' 90'00'00" S45040'21'W 61.52'
C19 31.42' 20.00' 90,00,001, N45°40'21"E 28.28'
C20 31.42' 20.00' 90000'00" N44'19'39"W 28.28'
C21 68.33' 43.50' 90,00,001, S44'19'39"E 61.52'
C22 105.24' 67.00' 90,00,001, S44'19'39"E 94.75'
C23 31.42' 20.00' 90000'00" S44'19'39"E 28.28'
C24 31.42' 20.00' 90000,001, S45040'21'W 28.28'
C25 64.01' 56.50' 64'54'46" S31'47'02"E 60.64'
C26 24.74' 56.50' 2500514" 576'47'02"E 24.54'
C27 125.66' 80.00, 90000,001, N44'19'39"W 113.14'
C28 65.81' 103.50' 36025'43" N17032'31"W 64.70'
C29 40.25' 103.50' 22'17'00" N46'53'53"W 40.00'
C30 51.77' 103.50' 28039'24" N72°22'05"W 51.23'
C31 4.75' 103.50' 2°37'52" N88000'43"W 4.75'
C32 3.73' 20.00' 10°4130" NW59'24"W 3.72'
C33 27.69' 20.00' 79'19'30" 1 NW5924"W 25.53'
Line Table (This Sheet Only)
LINE BEARING LENGTH
L5 N54014'38"E 32.63'
L6 N21-14-57-W 16.57'
ETA FDSU TH E
U� T
LAND
J 7880 " _GROUP
4-7-2022
1pl
�9 �Tf OF \0 o
R WAS 462 East Shore Drive, Suite 100
Eagle, ID 83616
PH:(208) 939-4041
IPN 120194 SHEET 3 OF 5 1
Line Table (This Sheet Only)
LINE BEARING LENGTH
L5 N54014'38"E 32.63'
L6 N21-14-57-W 16.57'
ETA FDSU TH E
U� T
LAND
J 7880 " _GROUP
4-7-2022
1pl
�9 �Tf OF \0 o
R WAS 462 East Shore Drive, Suite 100
Eagle, ID 83616
PH:(208) 939-4041
IPN 120194 SHEET 3 OF 5 1
ETA FDSU TH E
U� T
LAND
J 7880 " _GROUP
4-7-2022
1pl
�9 �Tf OF \0 o
R WAS 462 East Shore Drive, Suite 100
Eagle, ID 83616
PH:(208) 939-4041
IPN 120194 SHEET 3 OF 5 1
IPN 120194 SHEET 3 OF 5 1
DWITEDIA y-
APPROVED
ChM, OW�22
FU"
Final Plat for
Aviator Springs Subdivision
Certificate of Owners
KNOW ALL PERSONS BY THESE PRESENTS: THAT THE UNDERSIGNED, DOES HEREBY CERTIFY THAT THEY ARE THE OWNERS OF THE
REAL PROPERTY DESCRIBED AS FOLLOWS:
A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 4 NORTH,
RANGE 1 WEST, BOISE MERIDIAN, MERIDIAN, ADA COUNTY, IDAHO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE EAST ONE QUARTER CORNER OF SECTION 32 OF SAID TOWNSHIP 4 NORTH, RANGE 1 WEST, (FROM WHICH THE
SOUTHEAST CORNER OF SAID SECTION 32 BEARS SOUTH 00°29'50" WEST, 2633.22 FEET DISTANT);
THENCE FROM SAID EAST ONE QUARTER CORNER, NORTH 89' 19' 38" WEST, A DISTANCE OF 388.11 FEET ON THE EAST -WEST
MID -SECTION LINE SAID SECTION 32 TO A POINT OF CURVE, SAID POINT BEING THE POINT OF BEGINNING;
THENCE 653.47 FEET ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 12875.00 FEET, A CENTRAL ANGLE OF
02" 54' 29", A CHORD BEARING OF SOUTH 08° 17' 54" WEST, AND A CHORD LENGTH OF 653.40 FEET;
THENCE SOUTH 09° 45' 09" WEST, A DISTANCE OF 309.11 FEET;
THENCE SOUTH 13° 40' 48" WEST, A DISTANCE OF 372.92 FEET TO A POINT ON THE EAST -WEST ONE SIXTEENTH SECTION LINE OF THE
SOUTHEAST QUARTER OF SAID SECTION 32;
THENCE NORTH 89° 20' 14" WEST, A DISTANCE OF 712.67 FEET ON THE EAST -WEST ONE SIXTEENTH SECTION LINE OF THE SOUTHEAST
QUARTER OF SAID SECTION 32 TO THE SOUTH-EAST ONE SIXTEENTH SECTION CORNER OF SAID SECTION 32;
THENCE NORTH 00° 33' 03" EAST, A DISTANCE OF 1316.33 FEET ON THE WEST LINE OF THE NORTHEAST QUARTER OF THE SOUTHEAST
QUARTER OF SAID SECTION 32 TO THE CENTER -EAST ONE SIXTEENTH SECTION CORNER OF SAID SECTION 32;
THENCE SOUTH 89° 19' 38" EAST, A DISTANCE OF 934.90 FEET ON THE EAST -WEST MID -SECTION LINE OF SAID SECTION 32 TO THE
POINT OF BEGINNING.
THE ABOVE -DESCRIBED PARCEL CONTAINS 25.35 ACRES MORE OR LESS
IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE THE ABOVE DESCRIBED PROPERTY IN THIS PLAT AND TO DEDICATE
TO THE PUBLIC THE PUBLIC STREETS AS SHOWN ON THIS PLAT. THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO
THE PUBLIC. HOWEVER, THE RIGHT TO USE SAID EASEMENTS IS HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH
OTHER USES AS DESIGNATED WITHIN THIS PLAT AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAID
EASEMENTS. ALL LOTS WITHIN THIS PLAT WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN, AND THE CITY
OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL OF THE LOTS WITHIN THIS SUBDIVISION.
IAG SKY PILOT, LLC, AN IDAHO LIMITED LIABILITY COMPANY
RYAN MINERT, MANAGER
Acknowledgment
STATE OF )
) S.S.
COUNTY OF )
ON THIS DAY OF , BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID
STATE, PERSONALLY APPEARED RYAN MINERT KNOWN OR IDENTIFIED TO ME TO BE THE MANAGER OF IAG SKY PILOT, LLC, AN IDAHO
LIMITED LIABILITY COMPANY AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE WITHIN INSTRUMENT ON BEHALF OF SAID COMPANY,
AND ACKNOWLEDGED TO ME THAT SUCH 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.
AG EHC II (LEN) MULTI STATE 2, LLC, A DELAWARE LIMITED LIABILITY COMPANY
STEVEN S. BENSON, AUTHORIZED AGENT
Acknowledgment
STATE OF )
) S.S.
COUNTY OF )
ON THIS DAY OF , BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID
STATE, PERSONALLY APPEARED STEVEN S. BENSON, KNOWN OR IDENTIFIED TO ME TO BE THE AUTHORIZED AGENT OF AG EHC II (LEN)
MULTI STATE 2, LLC, A DELAWARE LIMITED LIABILITY COMPANY AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE WITHIN
INSTRUMENT ON BEHALF OF SAID COMPANY, AND ACKNOWLEDGED TO ME THAT SUCH 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.
Certificate of Surveyor
I, JAMES R. WASHBURN, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF IDAHO, AND THAT
THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM AN ACTUAL 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.
THE
NOW LAN D
GROUP
462 East Shore Drive, Suite 100
Eagle, ID 83616 PH:(208) 939-4041
IPN 120194 SHEET 4 OF 5 1
DVl
APPROVED
ChM, OW�22
FU:
Approval of Central District Health
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
Approval of Ada County Highway District
THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE ADA COUNTY HIGHWAY DISTRICT BOARD OF COMMISSIONERS
ON THE DAY OF
Approval of City Engineer
I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT.
CITY ENGINEER
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 THIS PLAT WAS DULY
ACCEPTED AND APPROVED.
CITY CLERK, MERIDIAN, IDAHO
Final Plat for
Aviator Springs Subdivision
Certificate of County Surveyor
I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR, IN AND FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE
CHECKED THIS PLAT AND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS.
COUNTY SURVEYOR
PLS
DATE
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 Recorder's Certificate
COUNTY TREASURER
STATE OF IDAHO)
) S.S.
COUNTY OF ADA)
I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF THE LAND GROUP. INC.
AT MINUTES PAST O'CLOCK M., ON THIS DAY OF
BOOK OF PLATS AT PAGES THROUGH
DEPUTY
FEE:
INSTRUMENT NO.
EX-OFFICIO RECORDER
IN
THE
21 WE
NOW LAN D
mmi-MIGROUP
462 East Shore Drive, Suite 100
Eagle, ID 83616 PH:(208) 939-4041
IPN 120194 SHEET 5 OF 5 1