CC - Final Plat FOUND BRASS CAP
CP&F INST. No. 2020-020779 Final Plat for
W. McMillan Rd. — S.29 S•28 m m m m m
CE 1/16 CORNER s.32 ,s.33 via or Springs Subdivision
FOUND ALUMINUM CAP ,
i i i FOUND 1/2"REBAR, REPLACED
CP&F INST. No. 2021-116529 i
i CHUKAR RIDGE SUBDIVISION 3s i s� WITH 5/8"REBAR WITH N00°32'39"E
PLASTIC CAP, PLS7880 2633.70' Located in the NE 1/4 of the SE 1/4 of Section 329
S89°19'38_E 934.90' N89019'38"W 388.10' S.33
w 0 1 -S32 EAST 1/4 CORNER Township 4 North, Range 1 West, Boise Meridian
12 Q O M I POINT OF BEGINNING
z O O O O O 6 7 O O9 10 11 O Q W I 33.47' SOUTHEAST CORNER OF �t f Meridian, A a unt Idaho
O O 0 z 2 z LOT 37, BLOCK 2 OF a o Y 0 d County,y,
0 �,
I CHUKAR RIDGE SUDIVISION I 2022
¢ �
O — — W.YOKE ST. — — 3 I I = 7
O CITY OF MERIDIAN I o
REGIONAL PATHWAY EASEMENT J "' G Notes
v 0 4 Lal INST. No. 2022-CD z z
'� / / ~ 1. ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY LINE HAVE A TEN (10) FOOT WIDE
= m WI 0000000 U_ �
� Y 11 10 9 8 7 6 5 BLOCK 3 // PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE AND PROPERTY IRRIGATION EASEMENT,
I O Z / / IL UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE AND IRRIGATION EASEMENTS ARE
`n RESERVED FOR THE AVIATOR SPRINGS HOMEOWNERS ASSOCIATION, INC.
= 12 4
LD O I I I 2. EACH SIDE OF INTERIOR LOT LINES HAVE A FIVE (5) FOOT WIDE PUBLIC UTILITIES, PROPERTY
= 13 14 15 16 17 18 19 YL22 0 100, 200' DRAINAGE AND PROPERTY IRRIGATION EASEMENT, UNLESS DIMENSIONED OTHERWISE. SAID
w
I DRAINAGE AND IRRIGATION EASEMENTS ARE RESERVED FOR THE AVIATOR SPRINGS
w HOMEOWNERS ASSOCIATION, INC.
_ 7 'c)
-3 O / / I Scale: 1 = 100 3. LOT LINES ALONG THE REAR OF THE LOT AND ALONG THE EXTERIOR SUBDIVISION BOUNDARY
o O — — W. PILOT CT_ _ �h�p� / / HAVE A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE AND
f / / Legend PROPERTY IRRIGATION EASEMENT, UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE AND
K�:� ` IRRIGATION EASEMENTS ARE RESERVED FOR THE AVIATOR SPRINGS HOMEOWNERS
FOUND BRASS OR ALUMINUM CAP ASSOCIATION, INC.
I � ° MONUMENT, AS SHOWN
I i I 30 29 28 'a OO FOUND 5/8"REBAR AS SHOWN 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING
9 24 / I oe AND SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT, OR AS
I r I o • FOUND 1/2"REBAR, PLS 7880 SPECIFICALLY APPROVED AND/OR REQUIRED.
as 5. ANY RESUBDIVISION OF THIS PLAT SHALL CONFORM TO THE APPLICABLE REGULATIONS IN
coBLOCK 3 20'WIDE CITY OF MERIDIAN J I o Oo SET 5/8"X24"REBAR WITH PLASTIC EFFECT AT THE TIME OF RESUBDIVISION.
a / / I CAP, PLS 7880
w ac I O WATER EASEMENT
o'0 10 LU PER INST. No. 2022- / ' z o SET 1/2"x24"REBAR WITH PLASTIC 6. LOTS 10, 17, & 25, BLOCK 1; LOTS 1 & 12, BLOCK 2; LOTS 4, 12 &45, BLOCK 3; AND LOTS 9 &
/ I CAP, PLS 7880 18, BLOCK 4 ARE DESIGNATED AS COMMON LOTS AND SHALL BE OWNED AND MAINTAINED BY
o I ¢ // // / I THE AVIATOR SPRINGS HOMEOWNERS ASSOCIATION, INC. OR ASSIGNS.
z I c3 / / 0 CALCULATED POINT(NOTHING SET)
30'ACHD DRAINAGE EASEMENT 31 32 33 34 35 / I 7. IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b), THE OWNER OF THIS SUBDIVISION
z 36 37 / // / / T N Z (1295.96') FORMERLY DESCRIBED AS HAS PROVIDED AN UNDERGROUND IRRIGATION SYSTEM. LOTS WITHIN THIS SUBDIVISION WILL
o BE OBLIGATED FOR ASSESSMENTS FROM THE NAMPA-MERIDIAN IRRIGATION DISTRICT FOR SAID
S�$°� co M oC
11 01 LOT NUMBER IRRIGATION WATER.
33 M
� a
W.BECKY CT. 0 156 I T LL, m SECTION LINE
o �
o I — _ I a — — — 8. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH PRESSURIZED
LU �u � P C IRRIGATION SERVICE WHICH WILL BE OWNED, OPERATED AND MAINTAINED BY THE AVIATOR
i I o h — — SUBDIVISION BOUNDARY LINE SPRINGS HOMEOWNERS ASSOCIATION, INC. ALL PRESSURIZED IRRIGATION SYSTEMS IN
z a COMMON LOTS WITHIN THIS SUBDIVISION WILL BE OWNED AND MAINTAINED BY THE AVIATOR
RIGHT-OF-WAY LINE
r I I 44 43 42 41 I I o SPRINGS HOMEOWNERS ASSOCIATION, INC.
40 I I co z i I INTERIOR LOT LINE
p � 0 39 O I 9. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT,
m 45 38 I I I — CENTERLINE WHICH STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION
12 I THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED
CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS
I BLOCK 3 ADJACENT PROPERTY LINE BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR
46 47 48 49 50 51 I I `1 I — — — — — — — — — EASEMENT LINE EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE
_ _ PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE
52 I 4 I //77�TT EASEMENT HATCHING IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL
/ I FACILITY OR EXPANSION THEREOF."
13 — N.ALTITUDE ST.
j S�6°5 w o I 10. ALL LOTS, INCLUDING BUILDING AND OCCUPANCY ARE SUBJECT TO THE TERMS AND
0 Survey Narrative CONDITIONS OF THAT CERTAIN DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND
14 ° 13g g$ EASEMENTS FOR AVIATOR SPRINGS SUBDIVISION FILED AS INSTRUMENT No.
THIS PLAT WAS PREPARED TO SUBDIVIDE THE PROPERTY INTO LOT& RECORDS OF ADA COUNTY, IDAHO AS AMENDED FROM TIME TO
r 15
Uj O O O O O O O O 1 PROPOSED ITD RIGHT-OF-WAY BLOCKS.THE FOUR CORNERS OF THE NORTHEAST QUARTER OF THE TIME.
a FOR STATE HIGHWAY 16 i SOUTHEAST QUARTER,AND THE SOUTHEAST CORNER OF SECTION 32
CD
WERE FOUND AND HELD FOR THIS SURVEY.THE EAST ONE QUARTER 11. THIS SUBDIVISION IS SUBJECT TO AN EXISTING ADA COUNTY HIGHWAY DISTRICT (ACHD)
F- Y
I z 16 Y I O9 BLOCK 4 1 g I /� I CORNER OF SECTION 32 AND THE SOUTHEAST CORNER OF SECTION 32 EASEMENT AS RECORDED IN INSTRUMENT No. 2022- RECORDS OF ADA
O I WERE HELD FOR THE BASIS OF BEARING. COUNTY, IDAHO.
W
z CY,
11 12 13 14 15 16 17 I W I M I I 12. THIS SUBDIVISION IS SUBJECT TO A LICENSE AGREEMENT WITH ACHD AS RECORDED IN
o — — — I �� I Referenced Surveys INSTRUMENT No.2022- RECORDS OF ADA COUNTY, IDAHO.
aj Q '
O° W I 1. RECORD OF SURVEY No. 11348,OF ADA COUNTY RECORDS. 13. THE BOTTOM ELEVATION OF HOUSE FOOTINGS SHALL BE A MINIMUM OF 12-INCHES ABOVE THE
�tiT\\ — W.AILERON ST. — — I �M I HIGHEST KNOWN NORMAL GROUND WATER ELEVATION.
50'EASEMENT a I CIO CITY OF MERIDIAN 2. RECORD OF SURVEY No.8859, OF ADA COUNTY RECORDS.
�F qT I REGIONAL PATHWAY EASEMENT i I 14. EXISTING EASEMENT FOR EMERGENCY ACCESS AS RECORDED IN INSTRUMENT No. 2021-170502,
INST. No. 2022- 3. RECORD OF SURVEY No.8989, OF ADA COUNTY RECORDS. RECORDS OF ADA COUNTY, IDAHO.
17 \ \ 18 19 20 022 23 24 25 I
4. FINAL PLAT CHUKAR RIDGE SUBDIVISION, BOOK 122, PAGES 15. ACCESS TO HIGHWAY 16 IS PROHIBITED.
I 19397-19400,OF ADA COUNTY RECORDS.
i
181.31'
BLOCK 1 I 240
"'N89°20'14"W 712.67' _ _ N89°20'14"W 611.56' _ GTA T H E
—� ° UNPLATTED w� Fo
�
- — — — -N89220144W4324.23— — — — — — — — — — _ _ S1/16CORNER L AN D
SE 1/16TH CORNER _ T ILLEGIBLE r,�IoQr) 0
.
FOUND ALUMINUM CAP, "'I a - - v GROUP
CP&F INST. No. 2021-116531 q 4-7-2022
Curve Table T I c _TgT P�
F OF �O �'�
FOUND 5/8"REBAR R.WA 462 East Shore Drive, Suite 100
CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH CP&F INST. No. 2022-013694 Eagle, ID 83616 PH:(208) 939-4041
— — W. Ustick Rd. — — — S.32 1 S.33 T.4 N, R.1 W.
C1 653.47, 12,874.91' 2154,291, S08°175411W 653.40' T.3 N, R.1 W.
S.5 $.4 PN 120194 SHEET 1 OF 5
Final Plat for
CE 1/16 CORNER I ■ ■ ■ ■
FOUND ALUMINUM CAP Avmia or SpringsSubdivision
I CP&F INST. No. 2021-116529 � ,
I I i
�n co I 2022 3C0 37 , rrj
CD
I I I I I I I I I I w
z CHUKAR RIDGE SUBDIVISION I I I _ _ - �
I I z__] CHUKAR RIDGE SUBDIVISION
-- - - . I- 689019'38"E 934.90' 33.47' 39
- - - - - - 0 - I-110.00 23.5 -
j� 0 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' 23.67'�23.67' - - -1000' 9.85' O
I
O o
0 1 o T BLOCK 2 ^I o O j I POINT OF BEGINNING
`V o w w _ _ "' Q I SOUTHEAST CORNER OF
N89°25'18"W o N o N o N o �, o r "� w "' „� 12 d 00 � I
o O° o o O o 0 0 0 0 0 0 "' O `� oo N o o N o N o �i I W 33'01"E I LOT 37, BLOCK 2 OF
109.89 N O O �' �' S82° 0 60 120
0 o v o v o v o 0 0 0 o g o 10 � 0 11 fro o °p I o
Mz 1 00 2 00 3 o0 4 o0 5 o0 6 o0 7 oo $ pro oo o0 oo &) 100.00' Cl?
1 O v 0 O o O o O o r O o r O o T O I �' V ' CHUKAR RIDGE SUDIVISION
Io o N I Z Z Z Z Z z O O O T o
O o I z z z z z I o W O o l Scale: 1" = 60'
8'NOTE 11 8.36' L0 �0 I See Sheet 1 for Notes & Legend
N89°25'18"W 1 o c '20.00'- -50.00'- -50.00' - -50.00'- -50.00' - - 50.00'- 50.00'- - 50.00'- -52.00'- - - '50.00'- -50.00'- -�� S82033'01"E co I
Z C4 100.02 0
r 109 79 N cn I CITY OF MERIDIAN
J I co M
0 o Y o w _ r; N _ W. YOKE ST. S89°19'39"E 573.86'
o I o O N - - - - - - N o c,`�/ O3 o I REGIONAL PATHWAY EASEMENT
I I INST. No. 2022 Curve Table (This Sheet Only)
N89°25'18"W o N N LO I I
109.68' 1 z ��,_20.00'_ _50.00'_ - 50.00' - _50.00'_ -50.00' - _50.00'_ -50.00'. - - _50.00'- - - - - - _160.36-- - - - - - _C2'1-1 S82°33'01"E 124 11, 12' CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH
o o
0 0 8'NOTE 11 4.27' C1 653.47' 12,874.91' 2°54'29" S08°17'54"W 653.40'
_ o� O4 0 1 8' NOTE 11 /
LU I C2 38.62' 67.00' 33°01'23" S74°09'40"W 38.08'
''' N89°25'18"W I O N o i
� o
�� O i
O N N /
109.58' o 0 11 0 0 10 O oo (, y J 0 a O a O o O o O o y� // C3 57.23' 67.00' 48°56'18" S33°10'49"W 55.50'
- I Q `q I o T o T o T r r o r oo T ' C4 1.47' 67.00' 1°15'41" S08°04'49"W 1.47'
CD I CD
o O�� o 'w Cl) I o T �' �' �' �' BLOCK 3
LO o LO Y N I oo / / , C5 63.18' 43.50' 83'13'22" S49°o3'40"W 57.77'
W O N " ° ° ° „ ° „ / C6 29.05' 20.00' 83'13'23" N49°03'40"E 26.56'
N89°25'18"W Y o � N89 19 39 W N89 19 39 W N89 19 39 W N89 19 39 W N89 19 39 W N89 19 39 W N89 19 39 W O4 I
0 12 S81°50'24"E C7 31.42, 20.00' 90,00,001, N44°19'39"W 28.28'
O 109.47' 1 Z I i o 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 63 23' S S81°19'39"E 115.00' I I
0 o BLOCK 3 0.00'
o O I C8 31.42' 20.00' 90°00'00" N45°40'21"E 28.28'
o' 1 voj w w w w w 65.00' / / C9 31.42' 20.00' 90,00,001, N44°19'39"W 28.28'
ILO N89°25'18"W I 13 cli
0 14 0 0 15 0 0 16 0 0 17 0 Z. 18 0 0 19 0 0 20 uu 21 w 22 T PROPOSED ITO RIGHT-OF-WAY c10 68.33' 43.50' 90°00100" S44°19'39"E 61.52'
CD CD o o o v o v o o cu :- = O c_v , FOR STATE HIGHWAY 16
109.36' 0 1 0 o o o ° o ° o ° o ° o o a, cv o
0 1 0 0 o T o T o T o T oo T o n o M 7 � � C11 57.68' 67.00' 49°19'20" S43°05'16"E 55.91'
o N z z z z z z z o o rr w o
o O 1 0 �19
0d-Uu
8'NOTE 11 7.63' z a rn z / / ,- C12 22.33' 67.00' 19°05'57" S08°52'38"E 22.23'
C54 C56 .C57- - � / C13 31.42' 20.00' 90°00'00" S44°19'39"E 28 28'
N89°25'18"W - 50.00'- -50.00'- - 50.00'- -50.00'- 50.00' - -50.00'- -50.00' - _ _
109.83' �jp n 32 91 31.96' C55 \\ / C34 27.69' 20.00' 79°19'30" N40°20'06"E 25.53'
\ / / C35 3.73' 20.00' 10°40'30" N85°20'o6"E 3.72'
O L1 ti N - o S89°19'39"E 377.63'- W. PILOT CT. C53 M \ /
8 Cl> co 95.20' 282.43' 00 �N S81°19'39"E "�� O C� / C36 2.30' 16.50' 8°00'00" S85°19'39"E 2.30'
M -.77' ��''p� 00
N89°25'18"W N N O V� ' / / C37 5.59' 40.00' 8°00'00" N85°19'39"W 5.58'
147.39' 51.70'- -Cy _46.30'_ -50.00'- - - .50.00'- 50.00'- -42.63'- 1 ' C38 6.94' 63.50' 6'15'41" N86°11'48"W 6.94'
C12 I C51 C52 S9.75'_ / ' o
8'NOTE 11 L2 i I C50 8'NOTE 11 5.121
12, C62 C39 1.93' 63.50' 1'44'19" N82°11'48"W 1.93'
4 7' _� - �� _ �_ C40 36.06' 48.00' 43°02'28" S77°09'07"W 35.22'
IN co N O N O N O N o 00
30'ACHD DRAINAGE EASEMENT 1 23.5' 23.5' � rn 30 � 0 2g � 0 28 � 0 27 v o 26 0 0 25 N C6p �� ll / ' C41 3.39' 48.00' 4°02'27" s53°36'40"W 3.38'
rn ° o ° o ° o ° o I
M Cl) T Cl) T �o C T 0 vo - C59 / II / C42 68.20' 57.00' 68°33'22" S85°52'07"W 64.21'
C43 108.97' 57.00' 109°32'23" N05°05'00"W 93.12'
II C
OC> 1
1 T 1 i 50.00' S0.00' S0.00' S0.00' S87°12'05"E ° ^ 23 o cD C44 57.07' 57.00' 57°22'06" N78°22'14"E 54.72'
1 I c 1 S89°19'39"E 200.00' 50.03' 46.82' 65.00' v, CO /
� I C45 38.50' 57.00' 38°41'59" S53°35'44"E 37.77'
cc M 65.00 / ' C46 35.85' 48.00' 42°47'54" S55°38'41"E 35.03'
cli
M I `"' I BLOCK 3 N81°1939"w 176.82' /� /� I ' C47 3.59' 48.00' 4°17'00" S79°11'09"E 3.59'
M 11 m /
T N89°25'18'W 247.54' 1 I N N 20'WIDE CITY OF MERIDIAN // 9r / C48 3.73' 20.00' 10'40'30" N83°59'24"W 3.72'
4 WATER EASEMENT
0 19.62 10 19.62'E11EJ
1 o i CD PER INST. No. 2022- C49 27.69' 20.00' 79'19'30" N38°59'24"W 25.53'
co S89°19'39"E 200.00' / C50 27.69' 20.00' 79'19'30" N40°20'06"E 25.53'
o' N89°25'18"W 247.49' 1 I S81°53'27"E S81° / / / C51 3.73' 20.00' 10'40'30" N85°20'06"E 3.72'
z I I I I 50.00' 50.00' 50.00' 50.00' 63 80, 19 39 E 115.00,
r 1 1 Y 1 50.00, / / , C52 2.30' 16.50' 8°00'00" S85°19'39"E 2.30'
1 W w w w w 65.00' / /
_ _ _ _ 11J W / / / C53 5.59' 40.00' 8°00'00" N85°19'39"W 5.58'
C.2 cc(' GV Lo N O N O N O N 00 LL! r- W
1 I � 31 0 32 0 33 ov o 34 0 *- o o / / C54 8.87' 63.50' 8°00'00" N85°19'39"W 8.86'
00 Q o rn o o O ° o O ° o O `r o 35 0 o
o ( V z z T o T o 0o T o 0 36 CO m a / C55 18.50' 48.00' 22°04'49" S87°37'57"W 18.38'
coo 1 o a � C49 z z z o z o �
r 11 � c z C41 z / / ' C56 20.95' 48.00' 25°00'06" S64°05'29"W 20.78'
ti C48 C38 C39 C42- / / / 4„W 156.33� ° Line Table (This Sheet Only)
1 I Z 4,6.30' 50.00' - 50.00' -43.07'- -4790 _ 17240 / C57 53.00' 57.00' 53°16'29" S78°13'41"W 51.11'
�I LINE BEARING LENGTH C58 125.15' 57.00' 125°48'12" N12°13'59"W 101.49'
co N S89°19'39"E 232.87' C37 M �j o \ 1 1 ' L1 S71°34'24"W 3.29' C59 58.59' 57.00' 58°53'21" N80°06'48"E 56.04'
8'NOTE 11 �' I O �n W. BE Y T. - �O �- _ S81°19'39"E c���Q� \ I I ' L2 S22°15'03"W 11.20' C60 36.01' 57.00' 36'11'47" S52°2o'38"E 35.41'
1 N CK C Lo -142_04' O �, I
N O i I I L3 S39°19'53"E 15.98' C61 38.31' 48.00' 45°43'58" S57°06'43"E 37.30'
-46.30'. - 50.00'- _50.00'- -43.07'-
S89°25'18"E 1 1 C35 -46.41'_ I L4 S40°18'49"E 18.13' C62 1.13' 48.00' 1°20'57" S80°39'10"E 1.13'
247.12' oa
C34 183631 C47 C46 �s� // I 1 �►
10 _ _ I ,o - T H E
O p N O
30'ACHD DRAINAGE EASEMENT 1 1 ^ N v m 44 � 0 43 � 0 42 0 41 6 0 ��'p� �- 14' 'M r
L0 CD o o N LAND
1 o T oo T T o 40 rn - -C44- 1 1 o�Q.L LAND l
v 45 BLOCK 3 OC) rn 39 cv r _ I 1 w� G\ T Fp ��� l •
_ M o - O 3$ N N I BLOCK 3 �� GRO
U P
o N89°19'39"W N89°19'39"W N89°19'39"W N87°16'22"W 50 p N81°yg 39„w COO , I I o a r7 S�f2(1 �o
co I 1 v' 4-7-2 0 2 2 462 East Shore Drive, Suite 100
50.00' 50.00' 50.00' 50.03' N81 O 65 00' N81°1939"W � 1 O4 s, o
I I I i °1939 W 63 , - 65.00, '9T P� Eagle, ID 83616
60.59' 11 - I I y E OF \O
SEE SHEET 3 OF 5 � � 56.301 I s PH:(208) 939-4041
- waft �I 1 14 SEE SHEET 3 OF 5 R WA
_ -� PN 120194 SHEET 2 OF 5
Final Plat for
. . .
via or rin sSubdivision
2022
� G
� C
SEE SHEET 2 OF 5
S89°25'18"E ' 1 I 0 61 120'
247.12' I I o
0
30'ACHD DRAINAGE EASEMENT I I N I Scale: 1�� = 60'
See Sheet 1 for Notes & Legend
L _ N L � � � � � � � � �
o v 45 _
� � � SEE SHEET 2 OF 5
CD - _
Cn o N89°19'39"W N89°19'39"W N89°19'39"W N87°16'22"W 50 00 N81°19'39"W
maw
50.00' 50.00' 50.00' 50.03' 65.00, N81°19'39„W Curve Table (This Sheet Only)
jN81°1939"W - 65.00 waft swam waft
M T N. MAGICAL CREEK AVE. I w BLOCK 3 60.59, 63.11, - CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH
N w w w w 56.30'
co T =
c i 4 7' � cv o cv o cv o N - "' - �I 14, C14 31.42' 20.00' 90,00,001, S45°40'21"W 28.28'
T I v o °' 46 0 47 0 48 0 49 06 O cD 060 0 w I
o o ° o ° 00 50 0 o C15 25.63' 67.00' 21-55'18" S79°42'42"W 25.48'
LUco CD 8 NOTE 11 23.5 23.5' z o r o r o r o m 51 cv w
0 0 CO
m I I I C33 z z z z o Co N C16 51.24' 67.00' 43°49'05" S46°50'31"W 50.00,
N89°19'39"W L6 R C32 8' NOTE 11 z Co rn O c
co _ _ _ C31 z 52 rn C17 28.37' 67.00' 24'15'37" S12°48'09"W 28.16'
0 145.57' G15- -50.00'- -V� _ o CITY OF MERIDIAN
46.30' 50.00'- - 50.00'- -50.00' 55.25'- z / / C18 68.33' 43.50' 90,00,001, S45°40'21"W 61.52'
z o �� M �C3p REGIONAL PATHWAY EASEMENT
OINST. No. 2022- C19 31.42' 20.00' 90,00,001, N45°40'21"E 28.28'
13 /C> N 93.50' 295.04' N
- - - - -F` O C� C20 31.42' 20.00' 90,00,001, N44°19'39"W 28.28'
N89°19'39"W / ° S89°19'39"E 388.54' � 9\ �`� /
N. ALTITUDE ST.
� 115.58' � N C21 68.33' 43.50' 90°00'00" S44°19'39"E 61.52'
N C22 105.24' 67.00' 90,00,001, S44°19'39"E 94.75'
w o c� r12.
-50.00_ _ 50.00' - _50.00- _50.00 - _50.00- -50.00. - - .50.00- 26.04-C26014o c23 31.42' 20.00' 90°00'00" S44°19'39"E 28.28'
a "' 50' 8'NOTE 11 � oN89°19'39"W N 4 7' � � 3 3 cS � C24 31.42, 20.00' 90,00,001, S45°40'21"W 28.28'
C p C N O N O N T o N \ 1
109.56' 23.5 123.5 I o o 0 0 0 0 o 0 0 o b o I C25 64.01' 56.50' 64°54'46" S31°47'02"E 60.64'
to b o O 0 o O 0 o O o o O o O o O o oo O o o O cfl
0 o T o T C r o r o r o r I O C26 24.74' 56.50' 25°05'14" S76°47'02"E 24.54'
15 � I I o 0 0 0 0 0 0 6' I PROPOSED ITO RIGHT-OF-WAY
o O o 0 o T cn cn cn cn cn cn cn� in o LJ oo I 4 7' I FOR STATE HIGHWAY 16 C27 125.66' 80.00' 90,00,001, N44°19'39"W 113.14'
N89°19'39"W � a 9 o BLOCK 4
C28 65.81' 103.50' 36°25'43" N17°32'31"W 64.70'
109.45' I w Y o w N89°19'39"W N89°19'39"W N89°19'39"W N89°19'39"W N89°19'39"W N89019'39"W N89°19'39"W N89019'39"W I 23.5' 123.5'
� J I C29 40.25' 103.50' 22°17'00" N46°53'53"W 40.00'
o N Y o c� 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' I
o cfl o
0 o i 6 0 o `t N oLq Uj i C30 51.77' 103.50' 28°39'24" N72°22'05"W 51.23'
n z o 0 0
Cl) 109.35' I z l Z I z LU w w w w w w p T o �c I BLOCK 3 ' C31 4.75' 103.50' 2°37'52" N88°00'43"W 4.75'
- - - - - - N89°19'39"W- - I o a o o o o a co z I ti LWN I C32 3.73' 20.00' 10°40'30" N83°59'24"W 3.72'
23.5' 23.5 o 11 v o 12 'T 0 13 v o 14 v o � o O o o O o I ca pC Nco
100 0 !�D o O o o O o o O ° 0 15 v o 16 g 17 0 18 v I M C33 27.69' 20.00' 79°19'30" N38°59'24"W 25.53'
co 47' I z z z z z z z OI o O
12.50' I I - Lu
4�1 - - - - - � o 8'NOTE 11 12.54' i 00m N CO
�- -50.00'' - - 50.00'- -50.00'- - 50.00'- -50.00'- 50.00' - -50.00'- -50.00' - -V�'� w ¢ �,� 5'NOTE 11 'M a
co
I\ \\\ \\ \?r _ N ° , „ , M CV Z I `� Line Table This Sheet Only)
S89 19 39 E 468.54_ N (
o
a
\ c�� co W. AILERON ST. �, °z z
o\\ �� \\ �, M I I LINE BEARING LENGTH
N L5 N54°14'38"E 32.63'
o \ �F� - - -57.03'- _ _ 65.00'- - - -50.00'- -50.00'- 50.00'- -50.00'_ - 50.00' - -50.00'-
IZ
N 50'EASEMENT 8 NOTE 11 3.01' c�� I L6 N21°14'57"W 16.57'
M I
\ \ \ N 18 �' 19 �' 20 �' 24 I a-) I / CITY OF MERIDIAN
T I 17 \ o ~ o T T o O o v O o v O M N I REGIONAL PATHWAY EASEMENT
\ o o o 0 0 0 0 0 o N T I I INST. No. 2022-
CD
CD CD Cn
\ \ W 66°7609� BLOCK 1 CD 417'
25
292.66' `78 50.00, 50.00' 50.00' 50.00' 50.00' 50.00' L23.01' 23.50023.50' I 44.72' o
- - � - - - -
181.31' - 1 N89020'14"W 712.67' - - - - - - - - -
SE 1/16TH CORNER
FOUND ALUMINUM CAP,
CP&F INST. No. 2021-116531 \ \ \ \ U N P L A T T E D
��%= THE
w I LAND
r'10 0
a 4-7--220022 - GROUP
1, 1T 'F OF
R.WA 462 East Shore Drive, Suite 100
Eagle, ID 83616
PH:(208) 939-4041
PN 120194 SHEET 3 OF 5
Final Plat for
Avia or Sprmings Subdmivision
Certificate of Owners Certificate of Surveyor
KNOW ALL PERSONS BY THESE PRESENTS: THAT THE UNDERSIGNED, DOES HEREBY CERTIFY THAT THEY ARE THE OWNERS OF THE I,JAMES R.WASHBURN, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF IDAHO, AND THAT
REAL PROPERTY DESCRIBED AS FOLLOWS: 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
A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 32,TOWNSHIP 4 NORTH, CODE RELATING TO PLATS AND SURVEYS.
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 �p,L AND
MID-SECTION LINE SAID SECTION 32 TO A POINT OF CURVE, SAID POINT BEING THE POINT OF BEGINNING; c�tip g RF sG�
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; a 7880 �
4-7-2022
0
THENCE SOUTH 09'45'09"WEST,A DISTANCE OF 309.11 FEET;
OF 0P��
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 R.WA
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 ( ) ��� THE
INSTRUMENT ON BEHALF OF SAID COMPANY, AND ACKNOWLEDGED TO ME THAT SUCH COMPANY EXECUTED THE SAME. LAND
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST
ABOVE WRITTEN. - GROUP
462 East Shore Drive, Suite 100
Eagle, ID 83616 PH:(208) 939-4041
PN 120194 SHEET 4 OF 5
Final Plat for
Avia or Sprmings Subdmivision
Approval of Central District Health Certificate of County Surveyor
SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE,TITLE 50, CHAPTER 13 HAVE BEEN SATISFIED ACCORDING TO THE I,THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR, IN AND FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE
LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY CHECKED THIS PLAT AND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS.
RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A
CERTIFICATE OF DISAPPROVAL.
COUNTY SURVEYOR
CENTRAL DISTRICT HEALTH
PLS
DATE
Approval of Ada County Highway District Certificate of the County Treasurer
THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE ADA COUNTY HIGHWAY DISTRICT BOARD OF COMMISSIONERS 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
ON THE DAY OF INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY(30) DAYS ONLY.
PRESIDENT
DATE COUNTY TREASURER
Approval of City Engineer County Recorder's Certificate
I,THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN,ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. 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 IN
CITY ENGINEER BOOK OF PLATS AT PAGES THROUGH INSTRUMENT NO.
DEPUTY EX-OFFICIO RECORDER
FEE:
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
T H E
L LAND / �►/ /���
LAND
a
a 7880 �o — - G ROUP
4-7-2022
Jy TF OF \o 462 East Shore Drive, Suite 100
WA Eagle, ID 83616 PH:(208) 939-4041
PN 120194 SHEET 5 OF 5