HomeMy WebLinkAboutFinal Plat Plat Showing
A via tlon Subdivision
Situated in the West 1 /2 of the Southwest 1 /4 of Section 10,
Township 3 North, Range 1 West, Boise Meridian, J L
City of Meridian, Ada County, Idaho. C
2023
CP&F No.
105185212
CP&F No.
112067279
S.9 1/4 S89'11'35`E 1318.51' CW1/16 S.9 10 60 180
SAD -- - - - - - - -
W. Pine Ave. 3 S.10 0 30 120
i M N Scale: 1" = 60'
'M 0
Sheet 3 Union Pacific Railroad
S88'26'12`E Sheet 2 1� Legend
i
495.23' �� S88`26'12'E 824.15'
i
Real Point PLS 12464 0 Found 5/8` Iron Pin, as Noted
of Beginning Block 1 0 Found Brass Cap Monument
16 0 Found Aluminum Cap Monument
i
. Set 5/8" x 24" Iron Pin
with Plastic Cap, 'ISG PLS 11779"
QO Set Aluminum Cap Monument
W. Topeka St. ® Calculated Point, Nothing Found or Set
i
I
Lot Number
15 1 18 26 25 23 Subdivision Boundary Line
24 Adjacent Subdivision/Parcel Line
Right—of—Way Line
2 17 3 Lot Line
• Section Line
14 3 16 J W. Los Alamos Ln. (Private) 22 __--_-
-— Matchline
CV M
U)I � 13 4 15 c 27 00
m Co o Hensley Station N. Biltmore Ln.
a] �1 (o
N Y Subdivision No. 2 12 ¢ 5 14 = 28 Private L Q( ) dReference Documents:
LID
o o M Y Z 21 3 j Deed Inst. No.'s: 2018-100444, 2020-169978. 2021-063474 &
i ° cc 11 o to
o M m O m O a Block 2 6 Block 1 toROS3No.'s: 11258, 11513, 11594, 11784, 11955, 12250, 12525,
a] p l Z Z 2 10 0 ;7 12680, 13191, 13395, 14078
Z
O Hensely Station Subdivision No. 1, Bk. 120, Pg. 18786-18789
Block 1 z e `n, CPr`v°te) N Hensely Station Subdivision No. 2, Bk. 121, Pg. 19058-19060
9 W 5°ntO f Surveyors Narrative:
7 8 9 10 11 12 13 20 The purpose
8 p rp of this survey is to subdivide the property shown hereon. The
property as shown on Record of Survey No. 11784, Records of Ada County,
19 Idaho. The property is adjacent to Hensely Station Subdivision No. 1, as
filed in Book 120 of Plats at Pages 18786 through 18789 and Hensely
I 7 2 18 Station Subdivision No. 2, as filed in Book 121 of Plats at Pages 19058
I y through 19060, Records of Ada County, Idaho. The monuments found per
6 W. Santa Fe Dr. °' the above mention plats and survey are in substantial agreement and were
9� held as controlling comers.
Blocks p 17
The record bearing North 00'38'55` East as shown on Record of Survey No.
11258,i 5 Idaho betwe nethe found d as umonuments ment No. Ot esec8on corne07. r common s of Ada County,
o
i
8 �y Sections 9, 10, 15 and 16 and the 1/4 comer common to said Sections 9
4 1 2 3 4 5 6 7 1- St. and 10, T.3N., RAW., B.M., Ada County, Idaho.
Hensely Station Pvtot°�
Subdivision No. 1 3 W'
Npl, LANO
1 2 Block 4 C\p \CE N S
10 1
1
11779
S89'15'50'E 824.04' I 7u
W. Aviator 100St. 3 N� 1��j�
(Inst. No. 2018-10044, N �M '
1 2020-169978 & 2023— ) , I , �I �� �QOy F OF \0
m m
NIN Unplatted o10 MMcCP��
N
S.9 S.10
• ——— _—— ——_ ——— ___ S89'15'34`E 2640.54' S.10
S.16 S.15 --- ---
- -- --- --- See Sheet 4 for Notes, Line & Curve Data Tables.
CP&F No. O
W. Franklin Rd. W1/16 S.15
2018-016068
GP&F No. Book Page
2018-088997 - I DAHO 9955 W. EMERALD ST.
Job No. 21-296
SURVEY 0884°85083704
Sreet 1 of 6 GROUP, LLC WWW.IDAHOSURVEY.COM
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A Via tion Subdivision
I
I
He7isely Station Hensely Station,
Subdivision No. 1 Subdivision No. 2
I
4.87' I
N00036'35'E 526.73' 5 20 80
20.00' 406.72'
.I 2.11• 100.01' 0 10 40 120
Block I
1 O N a Scale: 1" = 40'
1 o' R
N N
100
N0036'35'E 307.26' Arz
A3 .o . 100'
e�0 29.00' 25.00' 25.00' 25.00' 25.00' 29.00' 29.00' 25.00' 25.00' 25.00' 25.00' 20.26' lxr 30' Note ,
� " r------
�� m 1 ----- -----7 ------ ----- ------i i------ ----- ----- ---- 12
-- ----- -10.14'• 9E Note 13
I
°' 3 1 3'-I
$ I o 3'~ i Legend
3 3 3 1 3 3 3 3 3 3 1 T I w Found 5/8" Iron Pin, as Noted
W • • O e e • • a e • • e ?�' F L1 N
o II� o �, o n o 0 0 0 0 $ o in o ,,° o ,� o upi 1a I " Set 1/2" x 24' Iron Pin
0 3 is o 4 n o 5 ' vi 6 o' o 7 n o b in o 9 n o 10 n o 11 0 12 0 13 in o 14 °D °n' with Plastic Cap, 'ISG PLS 11779'
'd O T 0) a, 0OT Dior- SOT O T O T 'dOr 'dOr dOr SOT O T of
o-3' Z a 00 a z z o z m Z rn 00 m 00 rn z o 00 rn z o 00 1 3
See Dotal 'A' m I I y Set 5 8 x 24' Iron Pin
1 ------J ~3�--- ----- ------ --- - _ J ~M- 15 J 53.5'� with Plastic Cap, 'ISG PLS 11779'
`----w -----
T ------ -----
Ct �. - . J - . - ----- ----- ------ T--- z I O 00
Lot Number
C3 9.96' - . - . - . - - - - - - - - - - - - - - - - - -
j N Subdivision Boundary Una
29.00' 25.00' 25.00' 25.00' 25.00' 29.00' 29.00' 25.00' 25.00' 25.00' 25.00' 29.00' 52.72'
to n co S0036'35'W 378.68- �� C - - - - - - - Adjacent Subdivision/Parcel Line
N po EC6
O N SGO'36'35"W 116.00' " to N.
c _ - _ - _- _ - - --- - - - - N0036'35E272.76'- - - - - - - - - I o Right-of-Way Una
< 4 m N - se. Detail a N. Bareback Ave. ED f g� I - - - - - Centerline
Q N in 00'36'35'E 74.00' r in
3 O I S00'36'35'W 240.84' Cl\ 1 /I P Lot Una
C4 10.04'
63.96' S 66.04' 45.08• 29.00' 25.00' 25.00' 25.00' 25.70' \ I / 41
'/ • I - t� -------------- Easement Line (Note 1)
C2 o r- ---- - -
p O 1 .` 74' 11il
----- ---- ---- -- -
oa i 1 w I to I A 7 w 1 0 _L_________ _ I �1 - - - -- - - Easement Line, as Noted
kn , - . J 1
- I + 10' i , 13' ACHD Permanent Easement
I-10' N I � 18.5'I 18.5' `t - - - Une Nate 10 8200' 13' I13' 84.00' I W 1 w w w w 1 lV 0 ( )
a, N00'36'350E I I N0036'35'E I iq N a `- a iN a iN a it ; I A P. �7�7 ACHD Storm Drain Easement
ri $ I O l a •oo I O I c to L6 5 ,o 0 4 C 3 m o 2 O o 1 I Block 1 W 'L (Note 11)
I 2 I I I p pNp N O fN O iV O iV O pp� O N
M N I I N aD01 p N I $ , j Ln to 04 i rn c 00 co Cl II m II �-------
3 82•�' a,o I 84.00 kn rn in kn In II .c N I Matchline
�� c i N00'38'35'E i o WTI ,y i N0036'35"E 1 n 00 ll 16 S4 NO•43'58"E 100.00' Easement Dimension
O i p p Go
�l o $ i O i o Block Z i� Z 0 1 iV 00
o�ro N I 82.00' I N N kn Ia N 1 Lri
N cn 13, N o (�
z r l r I N00'36'35'E I r-L7
1 I Lo
5.5' o i N0036'35"E j b y I N 84.00' i N O - Lg-- - Lg-- - L4-- - -- L3- 31 3
9, of l O I ul 1 - 10 I O W ----- ----- ----- -I- �I NN N00'3635'E i jN O N i i N $ 3'
-� -N0036'35'E-- -� 1O 14 m I N
• I 82.00' • o f r ao 1 3 � .
rn I 5 '� tL r- ---84.W--- 1 m 3 Z1 z
w 5 17.64' 1 13.9G' 1 G W I W W W W in
� � O I I T M 1 p N • I e e e • I� • II
ra L1_--S00.57'34'E - cr 5 11 i N a M a s N a N a N io i Ins N II
r ----'8204' --- i H 1 � 1 5033344"E I N 14 F4 � 15 N 0, 16 N � 17 F4 a 1$ i� Co 11
10 n 11 Block 3 wit N 3 I i i1 83.44' 10' kn N N h N II �/
$ 1 O 1 lr12 _ �(
I N
I
13
J __ ----- ' '---- ----- ------ --- Sheet 2S05'28'23"E E-_-- - T J ______ _82.4T ___-� - - - -t28s Sheet 3i I N V ' C20 25.00' 25.00' 25.00' 2630' "� /'� O- O w ' JitNn ej C2N00'36'35'E 114.18' ci 13J509'21'48"E--- C�9 50W _ __--83.19' o .% GibN00'36'35'E 114.18' G1 )r 1 . . C - - - - - - - - - - - � / E16In
i \�° N. Hanging Lake WaY a / 5 ( (Tie)N00'36'35'E 114.18' �11SA3772 \ / �� C�8 (, m / E17') 'S. /_ 41.25' 25.00' 47.92' j
CA "°0' 84.2 13 X cwi, \ Cy3 /-(1�, $09 h / gj'. i •. .
/ \\ ) \ / .y1 . 8 / I- / \ o
p 2. I
� \\ See DetatO_\ w(�� U /j' y9y 10' �O - / / \\ ��)
\�10 l' / 6 EC3 / \ �• •• /
/ / 1 < `\ yto9 / NKL LAND
6A Ez/ 99 g -_ - _ _ - \ \ /�� idle / / \ �\OENS49 S
N. Bareback Ave. \ \ �K`9 / /h F�
yA k �La yo; w \ .� �. 11 779
\ Cq5 k�`��rV �� 1 _ pS G6 ^�� - \ � :p /../ Detail 'C' Nj� ,1/�L3P�0
C44 Eby;/�9 N. Bareback Ave Es - E10 w t" Scale: 1'=20' DO TFaOf F
\� 90o _�v (Z'''e)� � r(Tie) � �o /' YM M cC
6.98'
8.96' EC 5 ; 5'J I- i O See Sheet 4 for Notes, Line & Curve Data Tables.
Sheet 2 // \\ a� t9 E4 10 i- - r-13 - - - 13 Book Page
-�. - _ J
Sheet 3-- - $ �.. Detail 'B'
< ! - Scale: 1"=20'
5.5"� -I IDAHO
L 9955 W. EMERALD ST.
\\ \ - �1 J SURVEY BOISE, IDAHO 83704
Scale: 1"=30'
Detail 'A' Job No. 21-296 (208) 846-8570
P:\Aviation Sub 21-296\dwg\Plot\Aviation Sub.dwg 9/18/2023 7:36:04 PM Sheet 2 of 6 GROUP, LLC WWW.IDAHOSURVEY.COM
A via tion Sub&Vision
______Sheet 2
t2 as' Sheet 3 J L
C20 25.00'1 25.00' 1 25.00' 26.30' �"� h
CCA9 N00-36'35"E 114.18'
G'19 N0036'35'E 114.18' -° 70 j i ) 5 20 80
a� �11� - +- - _ x N. Hanging Lake Way /� a 0 10 40 120
/ OD
ys 01 N00'36'35"E 114.18' a! 6 /¢g'S O0 $Cad@: 1„ = 40'
41.25' 25.00' 47.92' h j 16 Block 1 ku
y1 ----- --- ----- -----
• S _- �- 26 ---------- N
�i � � 5' � a0
Lecend
fD Go
P rJ 6y9/ o, j N
6 \ x i 26 I Found 5/8" Iron Pin, as Noted
Set 1/2" x 24" Iron Pin
•�1 y6 •� �91 yGp / \ /i�oa Note 14 I .. I i p "ISG PLS 11779"with Plastic Cap,
�c�O--,g �O%�A 1�k �13.00'. Sp \\ +e• Note 14 Note 012
C in
Cr y+ •� e �aSyA '� o 1 i w I with Plastic Cap. *SGPPLS 11779'
oD EL
C44 �� Ol Lot Number
ap la' �Sy/O� G� �: ;+ -S01'33'48"W-- -t�
10 CA
/ \ 11 5 w Subdivision Boundary Line
�n4 t / �'� ' \I `0 20' F4 B i I C Adjacent Subdivision/Parcel Line
20' � in Note 14 I o y l i N Right-of-Way Line
- 8.96'%�� �dk' 18 Note 14e1l 0 f w < 0 $ o
1 25 -OD Centerline
Sheet 2 / G� r g i o J i I n b
�'.�� \ g1e t li N A Lot Line
< N 1 t0 N� G ' I I
Sheet 3 <'\ t Block 1 f I 3 11 1 i N -------------- Easement Line (Note 1)
ti o' LO, w o' O tO I i i ^ — — — — — — — Easement Line, as Noted
\ oe ��\�� �/ � It ' cylI ACHD Permanent Easement
v'a,� i m S� / 20.02' a S r8.
'� ---92.00'-------I P - ' — — — — -
$'. �^ tt e,09.47'39"E___ r, I-Sol*33'48'W'------� y Line (Note 10)
va m_ f $,, 1`__ --� 14.25• a 1 I o0.
-g7 62 \ / � (Nto 11ACHD )rrrl Drain Easement
3.98' 30.79' I -——————- Matchline
S00'37'17"W G /
a
ep '� \ 1 S I 24 NO.43'53"E 100.00' Easement Dimension
7 1�5 19 �1\\ N. Biltmore Ln. 27 / n
(Private) Gyp
6 C59 tit e• —
N \I 111 SO4'07'59"E i h� i� O C54 L19 z.zs'
[' \+, N 54.------- \. 55;
17 uL22
----
-S-0-16'383.2'498''-W---- i -
/ Block
Ock 4,
See Dotal b Z T---------------
Ezs \
\
° 1 I C62
e 3 1 8.87' 1 1 E3o � 5, L10 I
ZY 1 i 1 1 N in 1—3'
D L70 \ I 1 cY rn li � ^� 3 1 � :`i a 22 I :'
$ Irn w I� N N 20 `�� 21 z v 23 i e4
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L12 Z I z
ci-- -- - - -r J — ' - - --- - - - rt - - - - - - 3,— r - -- - - �- i Detail D
NBlock 4 33' 1 rn--------84.32'-- ---- L-- ---70.00'------J L-------73.94'-------3 L------68.90------� N.T.S.
N L13 I Ez4 32.82' S00'36'35'W 297.17'
t-E23 Y0' o v!
Z
OI St' 0 o w l Block 1
13 I� A ' rn 1
N
100 Note
9' L11
t2
�E21 n 'D 1 — .3 r,
L15 IJ 7 &� ? NN1- LAND
Note 17 to
--- 5 J 00 1n
L82' "2029
0. ' \1\rENs
22.00 38 .01' PLS 12464
Sr
of
s'L
S00"36'35'W 514.83' ---- 1 779
�°i
Unplatted Oy P OF
M. McCA�`
See Sheet 4 for Notes, Line & Curve Data Tables.
Book Page
DAHO 9955 W. EMERALD ST.
SURVEY BOISE, IDAHO 83704
Job No. 21-296 (208) 846-8570
Sheet 3 of 6 GROUP, LLC WWWIDAHOSURVEY.COM
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A Via tlon Subdl vlslon
Notes;
1. A Property Drainage, Pressure Irrigation and Public Utility Easement is hereby designated
Curve Table Curve Table Line Table Line Table along all lot lines common to a Public Right-of-Way as delineated and referenced. A
Property Drainage, Pressure Irrigation and Public Utility Easement is hereby designated along
Curve Length Radius Delta Chard Bearing Chord Length Curve Length Radius Delta Chord Bearing Chord Length Line Bearing F44.00'
Line Bearing Length all rear lot lines as delineated and referenced. A Property Drainage, Pressure Irrigation and
Public Utility Easement is hereby designated along the side of interior lot lines as
C1 5.88' 5.00' 6722'48" N57'02'45'E 5.55' C41 30.72' 452.50' 3*53*24' N82'34'54"E 30.72' L1 N08'09'18"W L12 N00'44'10"E 46.00' delineated and referenced.
C2 5.88' 5.00' 67'22'48" S55'34'26"E 5.55' C42 30.72' 452.50' 3'53'24" N78'41'30"E 30.72' L2 N56'14'49"W L13 NO2'40'03"W 18.01' 2. Any resubdivision of this plat shall comply with the applicable zoning regulations in effect
at the time of resubdivision.
C3 7.15' 18.00' 22'4447' N11'58'58"E 7.10' C43 53.44' 452 50' 6'46'02" N73'21'47"E 53.41' L3 N00'48'43"E L14 N87'28'08"E 60.32' 3. Minimum building setback lines shall be in accordance with the zoning ordinance of the City
C4 7.07' 18.00' 22'29'37" S10'38'14'E 7.02' C44 32.91' 18.00' 104'45'45" N17'21'39"E 28.52' L4 N00'36'35'E 25.00 L15 N00'00'19"W 16.93' of Meridian at the time of issuance of any building permit. All lot, parcel and tract sizes
shall meet dimensional standards established in the zoning ordinance.
C5 28.31' 18.00' 90'07'35' S45'40'22"W 25.48' C45 30.17' 18.00' 96'01'33` N21'43'45"E 26.76' L5 N00'36'35"E 25.00' L16 I N89'15'50"W 21.02'
4. The bottom elevation of all structural footings shall be set a minimum of 12-inches above
C6 28.23' 18.00' 89'52'25' S44'19'38"E 25.43' C46 2.74' 18.00' 8'4413" N30'39'07"W 2.74' L6 N00'36'35`E 25.00' L17 N89'15'50`W 35.07' the highest established normal Ground Water Elevation.
C7 57,94' 36.50' 90*57'13' S46'05'11'W 52.05' C47 23.56' 18.00' 75'00'00` S72'31'14"E 21.92' L7 N00'22'01"W 29.02' L18 N89'15'50'W 35.02' 5. Irrigation water has been provided by Nampa Meridian Irrigation District, in compliance with
C8 28.57' 18.00' 90*57'13" S46'05'11'W 25.67' C48 20.19' 42.00' 27'32'56" S68'45'14'W 20.00' L8 S69'44'32"W 8.80' L19 S00'37'17"W 30.79' Idaho Code Section 31-3805(b). Lots within this subdivision are entitled to irrigation water
rights, and will be obligated for assessment from Nampa Meridian Irrigation District.
C9 87.31' 55.00' 90*57'13" S46'05'11'W 78.43' C49 8.17' 17.00' 27'32'56" S6845'14"W 8.10, L9 N69'58'46"E 24.55' L20 N5517'46`W 26.73' Maintenance of any irrigation or irrigation drainage pipe or ditch crossing a lot is the
responsibility of the lot owner unless such responsibility is assumed by an
C10 38.85' 55.00' 40'28'29" S20'50'49"W 38.05' C50 44.32' 31.00' 81'5425' N41'34'30"E 40.64' EL11
S00'44'10"W 46.00' L21 N6856'46"W 8.59' irrigation/drainage district.
C11 48.46' 55.00' 50'28'44" S66'19'26"W 46.90' C51 80.05' 56.00' 81'5425" N41'34'30"E 73.41' N89'15'50"W 32.00' L22 S70'57'20`E 4.74' 6. Lots 1, 2, 16, 17. 27 and 28, Block 1; Lot 6, Block 2; Lot 10, Block 3; Lot 1, Block 4;
are common lots which shall be owned and maintained by the Aviation Homeowners
C12 56.73' 36.50' 89'02'47" N43'54'49"W 51.19' C52 46,74' 56.00' 47'49'28" N5836'58"E 45.40' Association.
C13 27.97' 18.00' 89'02'47" N43'54'49'W 25.24' C53 14.45' 56.00' 1447'18" N27'18'35"E 14.41' 7. Lot 27. Block 1 is hereby designated as a blanket Public Utility, City of Meridian Sanitary
Sewer and Water Main, and Cross-Access Easement. The Cross-Access Easement is for the
C14 85.48' S5.00' 89'02'47' N43'54'49"W 77.13' C54 18.86' 56.00' 1917'39' N1016'07'E 18.77' benefit of the Aviation Homeowner's Association.
C15 33.69' 55.00' 35'05'48" N70'53'18'W 33.17' C55 2.73' 56.00' 2'47'20" N00'46'23"W 2.73' Easement Line Table Easement Line Table 8. Direct lot/parcel access to W. Aviator St. is prohibited.
C16 51.79' 55.00' 53'56'59" N26'21'55'W 49.90' C56 48.19' 31.00' 89'03'30" N43'54'28'W 43.48' 9. This development recognizes Idaho code, title 22, chapter 45 Right to Farm Act, section
Line Bearing Length Line Bearing Length C17 62.19' 100.00' 35'37'48' S17'12'200E 61.19' C57 87.04' 56.00' 89'03'30' N43'54'28"W 78.54' 22-4503, which states "no agricultural operation, agricultural facility or exp
ansion thereof
E7 N88°17'28"E 40,82' E17 S02°12'21"E 12.09' shall be or become a nuisance, private or public, by any changed conditions in or about
C18 50.68' 81.50' 3537'48" S17'12'20"E 49.87' C58 36.28' 56.00' 37'07'04" N20'43'35`W 35.65' the surrounding nonagricultural activities after it has been in operation for more than one
E2 soo°36'35"W 1.59' E18 S43°02'30"W 13.29' (1) year, when the operation, facility or expansion was not nuisance the time it began or
C19 73.69' 118.50' 35*37*48" S17`I2'20"E 72.51' C59 8.61' 56.00' 8'48'29" N43'41'21"W 8.60' E3 S89°17'00"E 13.00' E19 N20°01'14"W 13.00' was constructed. the provisions of this section shall not apply when nuisance results from
the improper or negligent operation of an agricultural operation, agricultural facility or
C20 16.21' 118.50' 7'50'15" S03'18'33"E 16.20' C60 39.43' 56.00' 40*20*37" N68'15'54"W 38.62' E4 soo°44'10"W 2.50' E20 Noo°44'10"E 13.00' expansion thereof.'
C21 44.99' 118.50' 21'45'08" S18'06'15"E 44.72' C61 176.79' 488.00' 20'45'23" S80'21'28"W 175.82' ES S69°58'46"W 21.20' E21 N00°00'19"W 20.19' 10. ACHD Permanent Easement- See Instrument No.
C22 12.49' 11S.50' 6'02'25' S32'00'01"E 12.49' C62 118.06' 455.00' 14'52'01 S77'25'17"W 117.73' E6 N20°15'28"W 10.96' E22 S89°23'25"E 59.47'
11. Portions of Lots 1, 16, 17, and 28 Block 1, and Lot 1, Block 4; all of Lot 10, Block 3, are
C23 33.48' 18.00' 106'34'55' N1816'14'E 28.86' C63 184.03' 508.00' 20'45'23' S80'21'28'W 183.03' E7 N79'26'44"E 13.25' E23 S02.40'03"E 16.91' servient to and contain the Ada County Highway District storm water drainage system.
E8 s32.41'26"W 12.31' E24 Noo°36'35'E 54.94' These lots are encumbered by that certain master perpetual storm water drainage
C24 24.11' 18.00' 76'43'48" N73'23'08'W 22.34' C64 192.00' 530.00' 20'45'23' S80'21'28"W 190.95' easement recorded on November 10, 2015 as Instrument No. 2015-103256, official records
E9 S16'04'01"E 5.22' E25 S54°58'46"W 30.38' of Ada County, and incorporated herein by this reference as if set forth in full (the
C25 145.45' 295.04' 28*14*430 N76'36'48"E 143.98' C65 124.68' 530.00' 13'28'42" S76'43'07"W 124.39' "master easement"). the master easement and the storm water drainage system are
E10 N18'30'28"E 5.25' E26 S80°18'25"W 76.22' dedicated to Ada County Highway District pursuant to Section 40-2302. Idaho Code the
C26 94.05' 281.04' 19'10'28" N81'08'55`E 93.61' C66 12.20' 530.00' 1'19'07" S84'07'02"W 12.20' E11 N28°52'51"W 13.35' E27 S81°33'39"W 79.75' master easement is for the operation and maintenance of the storm water drainage
C27 21.08' 281.04' 417'54" N88'35'13'E 21.08' C67 55.13' 530.00' 5'57'34' S87'45'23`W 55.10' E12 383.19'58"E 13.07' E28 S81.33'39"W 5.93' system.
C28 35.39' 281.04' 7'12'56' N82'49'47"E 35.37' E73 s67°40'14"W 13.33' E29 S00'37'17"W 27.55' 12. Purdam Gulch Drain Easement- See Instrument No.
C29 37.58' 281.04' 7'39'38" N75'23'30"E 37.55' E14 s68°28'09"E 13.20' E30 soo°37'17"W 9.64' 13. City of Meridian Sanitary Sewer Easement.
C30 121.29' 309.04' 22*29112" N79'29'34"E 120.51' E15 s25°47'54"W 7.34' E31 S88°26'12"E 12.96' 14. A twenty (20) foot wide Parking Area Easement is hereby designated adjacent to Lot 27,
Easement Curve Table E16 N04°31'17"E 5.63' Block 1 for the benefit of the Aviation Homeowner's Association.
C31 11.22' 309.04' 2'04'48` N89'41'45"E 11.22' Curve Length Radius Delta Chard Bearing Chord Length 15. Lots 1 and 17, Block 1, and Lot 10, Block 3 is hereby designated as a blanket Public
C32 29.17' 309.04' 5'24'32" N85'57'05'E 29.16' Utility Easement.
EC7 52.96' 379.47' 007°59'49" N84'17'34"E 52.92'
C33 25.11' 309.04' 4'39'20" N80'55'09"E 25.10' EC2 34,66' 174.17' 011.24'03" S85.59'40"W 34.60' 16. ACHD Temporary Easement- See Instrument No.
C34 25.06' 309.04' 4'38'48" N76'16'05'E 25.06' EC3 4,77' 3.00' 091'05'07" V46.09'08"E 4,28' 17. ACHD Bridge/Culvert Maintenance Easement- See Instrument No.
C35 30.72' 309.04' 5'41'44` N71'05'50"E 30.71' EC4 4.71' 3.00' 090.00'00" S45.44'10"W 4.24' 18. City of Meridian Easement- See Instrument No.
C36 14.53' 500.00' 1'39'56" N70'48'44'E 14.53' EC5 169.18' 467.00' 020.45'23" N80'21'28"E 168.26'
19. All lots in this subdivision will be subject to the CC&R's for the Aviation Subdivision
C37 167.07' 466.87' 20'30'11" N80'21'28"E 166.18' ECs 1 9.09' 55.00' 009.28'23" S45'49'15"W 9.08' Homeowners' Association recorded in conjunction with this plat.
EC7 23.89' 81.50' 016°47'53" N26.37'18"W 23.81'
C38 163.93' 452.50' 20'45'23' N80'21'28`E 163.03' 20. Lot 2, Block 4 is owned by Nampa Meridian Irrigation District.
C39 13.39' 452.50' 1'41'44" N89'53'18"E 13.39'
C40 35.65' 452.50' 4'30'49" N86'47'010E 35.64' \pNNL LANs
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Book Page
DAHO 9955 W. EMERALD ST.
Cf SURVEY BOISE, IDAHO 83704
Job No. 21-296 (208) 846-8570
Sheet 4 of 6 GROUP, LLC WWW.IDAHOSURVEY.COM
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A vla tlon Subdl vlslon
Certificate Of Owners Certificate of Surveyor
Know all men by these presents: that Aviator Park LLC, a Nevada Limited Liability Company is the Owner of the Property I, Cody M. McCammon, do hereby certify that I am a Professional Land Surveyor licensed by the State of Idaho,
described as follows: and that this plat as described in the "Certificate of Owners" is 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.
A parcel of land located in the West 1/2 of the Southwest 1/4 of Section 10, Township 3 North, Range 1 West of
the Boise Meridian, City of Meridian, Ada County, Idaho, more particularly described as follows:
Commencing at the Section corner common to Sections 9, 10, 15, and 16, Township 3 North, Range 1 West, Boise
Meridian, from which the 1/4 corner common to said Sections 9 and 10 bears North 0'38'55" East, 2653.02 feet; thence ri �pNN� LAND
on the west boundary line of said Section 10, North 0'38'55" East, 1621.66 feet to the south boundary line of the railroad ENS rGp�
right—of—way, thence on said south boundary line, South 88'26'12" East, 495.23 feet to the REAL POINT OF BEGINNING; `o
1 779
Cody M. McCommon NT7 f7//Itoz3 o P.L.S. No. 11779
thence continuing South 88'2612" East, 824.15 feet to the east boundary line of the West 1/2 of the Southwest no 9TF
OF oP��
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1/4 of said Section 10; oy� MCCN
thence on said east boundary line, South 0'36'35" West, 514.83 feet;
thence leaving said east boundary line, North 89'15'50" West, 824.04 feet to the Southeast corner of Hensley Station
Subdivision No. 1 as filed Book 120 of Plats at Pages 18786 through 18789, records of Ada County, Idaho;
thence on the east boundary line of said Hensley Station Subdivision No. 1 and Hensley Station Subdivision No. 2 as Acknowledgment
filed in Book 121 of Plats at Pages 19058 through 19060, records of Ada County, Idaho, North 0'36'35" East, 526.73 feet State of Idaho
to the REAL POINT OF BEGINNING. � S.S.
County of Ada
Containing 9.852 acres, more or less.
On this day of 2023, before me, the undersigned, a notary public in and for said
state, personally appeared Larry Jacobson, known or identified to me to be the manager of Aviator Park LLC, a
End of Description. Nevada Limited Liability Company, or the person who executed the instrument on behalf of said Limited Liability
Company, and acknowledged to me that said Limited Liability Company executed the same.
It is the intention of the undersigned to hereby include the above described property in this plat and to dedicate to In witness whereof, I have hereunto set my hand and affixed my official seal the day and year in this certificate
the public, the public streets as shown on this plat. The private roadway and easements indicated on said plat are not first above written.
dedicated to the public. However, the right to use said easements is perpetually reserved for public utilities and for such
other uses as designated hereon, no permanent structure other than for such utility purposes or such other uses are to
be erected within the limits of said easements. All lots in this plat will be eligible to receive water service from an
existing City of Meridian main line located adjacent to the subject Subdivision, and City of Meridian has agreed in writing
to serve all the lots in this Subdivision.
My Commission Expires Notary Public, State of Idaho
Residing In Boise, Idaho
Aviator Park LLC, a Nevada Limited Liability Company Nampa Meridian Irrigation District
Acknowledgment
State of Idaho
S.S.
County of Ada
Larry Jacobson, Manager Will Paterson, Board Member Precinct 2.
As Owner of Lot 2, Block 4 upon recording. On this day of 2023, before me, the undersigned, a notary public in and for said
state, personally appeared . known or identified to me to be the manager of Nampa
Meridian Irrigation District, an Idaho Government Entity, the Entity which executed the within instrument and
acknowledged to me that he 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 Notary Public, State of Idaho
Residing In Boise, Idaho
Book Page
DAH O 9955 W. EMERALD ST.
SURVEY BOISE, IDAHO 83704
Job No. 21-296 (208) 846-8570
P: Sheet 5 of 6 GROUP, LLC WWWIDAHOSURVEY.COM
\Aviation Sub 21-296\dwg\Plat\Aviation Sub.dwg 7/19/2023 fi:52:39 PM
A via tion Subdl vlSlon
Health Certificate Certificate Of County Surveyor
Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied according to I, the undersigned, Professional Land Surveyor in and for Ada County, Idaho, do hereby certify that I
the letter to be read on file with the County Recorder or his agent listing the conditions of approval. have checked this plat and that it complies with the State of Idaho Code relating to plats and
Sanitary restrictions may be re—imposed, in accordance with Section 50-1326, Idaho Code, by the surveys.
issuance of a certificate of disapproval.
Central District Health Date County Surveyor
Approval of Ada County Highway District Certificate of County Treasurer
The foregoing plat was accepted and approved by the Board of Ada County Highway District I, the undersigned, County Treasurer in and for the County of Ada, State of Idaho, per the
Commissioners on the day of 20 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.
Commission President
County Treasurer Date
Approval of City Council
I, the undersigned, City Clerk, in and for the City of Meridian, Ada County, Idaho, do hereby certify County Recorder's Certificate
that at a regular meeting of the City Council held on the day of
20. this plat was duly accepted and approved. State of Idaho
ss. Instrument No.
County of Ada
I hereby certify that this instrument was filed at the request of Idaho Survey Group, LLC,
at minutes past o'clock M., on
City Clerk this day of 20_ in Book of Plats at
Pages through
Fee $
Approval of City Engineer
I, the undersigned, City Engineer in and for the City of Meridian, Ada County, Idaho, hereby approve
this plat.
Deputy Ex—Officio Recorder
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5 �CrF N,SF pG
City Engineer o
a N 779 o A Book Page
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�0 & AOC \1D ` I DAH O 9955
O 5 W.IDAHO EMERALD
ST
Job No. 21-296 SURVEY (208) 846-8570
Sheet 6 of 6 GROUP, LLC WWW.IDAHOSURVEY.COM
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