DOC_Final Plat V132.33
5 4 NORTHWEST CORNER
PLS 4431
CPF #2019-091022
�o
N1116 CORNER
5 4 PLS 13550
CPF #2019-082460
SKYBREAK SUBDIVISION NO. 2
LOCATED IN THE SE114 OF THE NW114 OF SECTION 4, T. 2 N., R. 1 E., B.M.,
CITY OF MERIDIAN ADA COUNTY IDAHO
BOOK , PAGE
PLAT NOTES
2022
1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE IS
HEREBY RESERVED ALONG THE FOLLOWING:
-TEN (10) FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS
DEPICTED
-TEN (SO) FOOT WIDE ADJACENT TO PUBLIC RIGHT OF WAYS AND PRIVATE STREETS OR AS
DEPICTED
SCALE -FIVE (5) FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR SIDE LOT LINES OR AS DEPICTED
` 60 0 30 60 120 A PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HEREBY RESERVED ALONG THE FOLLOWING:
-TEN (10') FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED
. _ -FIVE (5) FOOT WIDE SIDE LOT LINES OR AS DEPICTED
_ \ ( FEET )
E. BINGLEY DRIVE (PUBLIC) _ 60 FT. 1 INCH 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF 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 CONDITION IN OR ABOUT THE
F- — — — — — \ \ SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN N
LITY
R EXPANSION WAS NOT A NUISANCE AT THE
S 89°47'08" E 119.66' \ \ \ \ IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OVISIONS OF THIS SECTION HALL NOT APPLY WHEN AME
S 89 47'08" E 90.00' 0 ° r- 50.00' -- -� o---____ CI S4 Y&RFgK \ \ \ \ NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL
0 5-- 90.00' 2-- _C_4 CS
o C66eprl'IS OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF."
___ o o I !r ---_\ C7 P ION
� in � I p G� Np 1 \ � 3. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED
j N I 1 e 1 e i --- Cg . \ \ SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION.
b ai 16 1 Id
15 14 13 1 12 3 11 4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN
3 10 h' BLOCK 2 c9
vS 89°4TO8" E 100.00' 1 N h N o s� y i o \ ° .. \ \ \ COMPLIANCE WITH TITLE 11 OF MERIDIAN CITY CODE.
$ ti 0 / / Op, \ 5. LOTS 2, 15, 26, 27, BLOCK 2, LOT 105, BLOCK 3, LOTS 1, 6, 11, BLOCK 4, LOTS 1, 6, BLOCKS
17 AND LOTS 1, 6, BLOCK 6 ARE RESERVED AS COMMON AREA, ARE NON -BUILDABLE LOTS, AND ARE
q Y p 1 l a _ _ _ I _ _ J i' l 0 7 Oh' `.4qo 6.io ( OWNED AND MAINTAINED BY SKYBREAK SUBDIVISION HOMEOWNERS ASSOCIATION, INC.
O U L-589°9T08"E 100.00'-J W_0 24.10' C64 C65- _ y l '�, •'� / ~ O \�� g'�2p�. � \ \
O o �C52 6 \ 6. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO. 2022-XXX.
m _____________� 68.60'
of to S 89°47'08" E 68,60' ^i �' / b ti / O •9
of 18 Id "1 - - - C6 C63 C6g�� h P� i o'° 5 i y �3pp 8 \ 7. IRRIGATION WATER HAS BEEN PROVIDED FROM THE NEW YORK IRRIGATION DISTRICT IN
Ch a P Ly Lys ti� Pp ti0 o O \ COMPLIANCE WITH IDAHO CODE 31-3805(I)(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED
d' S 89°47'08" E 100.00' !Ig G/ 68.60' I � C6g�- / h b / � O w S\ y� � � TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NEW PORK
W l / Gad Cp8_ 30.50' r38_10'' CS C57 Css C60 \ ` �g\ tib i PO 4 �Oh i '°DS/ \ \ IRRIGATION DISTRICT.
19/.
�I IU q ( o - --, Csg • C61 00' 0 3 i 00 ,yq 280p, o Bj8. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF
c�l1 I b I o I , y'
p1 BLOCK 2 o BLOCK 4 n I l h G \40 �° 2g p\ C'I� \ THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AND IRRIGATION/DRAINAGE
a o r op' °l i 2 ° Y d ENTITY.
-S 89°4TOS" E 105.00'-J.-, j °� 1 ^� v C� b
`o 20.5' 20.5' I ti
ai O r--------------� - _ 1 3 = G `Q I 00>� h j °� 'y 9. THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT NO. 2021-119175.
m io 0 2 ,� 4 s` I Cl � 8,p / o / b / �A
- I 1• � 1 ri' ti q' li'
h O
R of to d / / b S- y / /L F
of 20 Id '� I�-� '�`' j 5 6 v • vb �'Sp+ �\ \4p0 �J ti a0 / ! ��O' • —� �T\ 10. ANON -EXCLUSIVE EASEMENT IS HEREBY RESERVED TO THE GRANTOR AND SKYBREAK
°' °- U o °o o 0 1 '� / 2•''6) 0' 0 / h '�y ��, °tib O / O > J COMMUNITY ASSOCIATION, INC. UPON, ACROSS, OVER AND UNDER ANY PORTION OF ANY LOT THAT
w I
N 89°47'08" W 105.00' I o o o ^. I 23.5, / \
b O
W d ° 235' s6g° 16s t6p� \ Q� 105 aBLOCK 3/ O IS NOT COVERED BY AN OCCUPIED STRUCTURE. SAID GRANTOR OR SKYBREAK COMMUNITY
ry - -� L- - l_ 1 �, U O CI � / h• ASSOCIATION, INC. MAY USE THE EASEMENT AREA AS GRANTOR OR THE HOMEOWNER ASSOCIATION
50.00' 45.00' -J, I I g2�•. �' L13 GJ� ,�h / / O \ !n I- + j . / �. MAY DEEM NECESSARY OR CONVENIENT TO PERFORM ANY OF THEIR RIGHTS OR OBLIGATIONS
of to Qr 4)52'_'' �__ c� / F9S wCJ� /
of 21 10 �"' -S 89°97'08" E 105.00'-r l l 98' h • h / a 104 //� IDENTIFIED IN THE COMMUNITY DOCUMENTS, OR TO PERFORM THE DUTIES AND FUNCTIONS WHICH
°O pI Ia' 1 r_'S78° 50.00' �J rn l ti0 S53o oh /
O L_N 89°47'08" W 105. 00'-J W of Io 4243'E 112 1 .0 '� V ^'�il 4•''?\ ,��` THE HOMEOWNER ASSOCIATION IS OBLIGATED OR PERMITTED TO PERFORM PURSUANT TO THE
z 'J of 15 to 62'�-i U o UI F U rr ^O ti / /,b• COMMUNITY DOCUMENTS. THIS EASEMENT INCLUDES, WITHOUT LIMITATION, RIGHTS TO INSTALL,
r--------------� �'' M hl Ih rvl I U I I1 p DETAIL A '769) • Iti. (h / 1� OPERATE, MAINTAIN, REPAIR AND REPLACE IRRIGATION SPRINKLERS, LINES, CONTROL BOXES AND
to O �� SEE SHEET 2 9• j 1p RELATED EQUIPMENT AND FACILITIES.
O ovI 22 Io -589°47'08"E 105.00'-� �I 7 1u I
IM L__ /N
Z Fr m r--------------� I�' I '- /v BLOCK 5 1 \ 6I3g, 11. THIS SUBDIVISION SHALL BE SUBJECT TO COVENANTS, CONDITIONS AND RESTRICTIONS TO BE
I N89°47'08"W 105,00' I I S79°Ip 02'
Z - o OS"' "� • �4 RECORDED AT A LATER TIME AND MAY BE AMENDED FROM TIME TO TIME.
L_N 89°4TOS"W 105.05'-� ql -10$14,____ E 214.63'
- ti of _ to I - `� \ •
j o o Mpy 1 0 o 14 "� o �n UI r _ U I 9 h0 12. A PORTION OF LOTS 1 & 6, BLOCK 5 AND LOT 1, BLOCK 6 AND A PORTION OF LOT 2, BLOCK 6
ti a of to 0 o hl �Iin r-------------gym •O'
o 23 U I- -109, ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THIS LOT IS
N ^� 10 o 49'-- o U DETAIL 8 •
v�i k L-N 89°47'OS" W 105.00'-J -S 89°47'08" E 105.00' ' of I- U - l6 1 v ^ h0 h ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT
of $ Im N NI - SEE SHEET 2 1 V
Ym _____________ ----- of Iv' NI oil h NI I RECORDED ON NOVEMBER 10, 2015 AS INSTRUMENT NO.2015-103256, ADA COUNTY RECORDS, AND
w r -� �' u'I IQ "'1 of I^ U �15.00' • INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT").
ro I of to of `-�^ to -S 89°47'08" E 105.00'-� "� �- S 89°97'OS" E SO5.00'-J �� 2 9.001,
jU I S 89°47'O8" E 304,80' THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD
Y 61 24 Id of j3 0 iQ b r--------------JI m PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND
al IP �j ol�n r--------------J `o I_N89°4708"W 105.00'.- 0 U MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM.
N 8919708" W 105.00' 1 1 1 o I W of l0 23.5' 23.5' _ to
LN 89°47'08"W 105.00'--J o o r-------------- n 2
z of 9 to Q,' o al Ivo-' j vl Id 13. THE BOTTOM OF STRUCTURAL FOOTING SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE
of I- - r - hj ivpi h h hI a° h oI 3 j°j HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION.
POB of I� „`ny NI of to ^� �_S 89°4T08"E SO5.00'-�
of 25 1 �I BLOCK L_589°4T08"E 105.00'-J �i IN L-589°4TOS"E 105.00'-J �I to U
'^I C46 20.5'20.5' MI y' o is ______________ 14. THIS DEVELOPMENT IS SUBJECT TO AN ACHD SIDEWALK EASEMENT INST. NO. 2022-XXXX.
�______________ r_____________
o L19 LI o N 89°47'OS" W 105.13' (1 0� 12 �^ I%, v� al $ �o-N 89°47'08" W 5. -1 of BLOCK 6 �0 15. THIS SUBDIVISION IS SUBJECT TO A WATER EASEMENT INST. NO. 2022-XXXX.
YI
W o 26lo--------- 0.� of 3
to
C, ��,.1 p of l0 1 �I o Io 1 `' �I I'o^ 16. THIS SUBDIVISION IS SUBJECT TO A PRESSURE IRRIGATION EASEMENT INST. NO. 2022-XXX
N o ^"'i N 89°47'08" W
37
Nd' N0O 6000' o 1__�\c \x\• oh' 00,�3�161g1 3„F II10
3rn .12.33' zo I'^ �4
!n o 8_ -S89-47'08"E 105.00'
IIt-�o OI L L-S89°97'08"E 105.00_'_-
1.
S_____27 7' 2352______________l S89°97'OS"E 105.00'lc�lo?.
�
O
BLOCK 5 r--------------� a- 4 N
o f t o UNPLATTED
BLOCK 2 ti 2 ti l W
��., \ • p ^I 28 t^gS \ ` z13 2 U UI Iti oI Io r� N ti L
^' / 3q 6, 02' 11 • 1 7 I� of to j vpij 5 --S--89-14-7
-0-8"-E- -0-5.-00---1
29 r
N6 27.96' ----- 105.00
pOS3g' 73\6of �t
o
43o hOO
3j• S89°4708"E 132.96'. �I 5 I�
30 i / O I r-, Sy, p Sag' \ , 6 j v
z36111. 3, v DETAIL C
M 6 6 , 23.5' 23.5'
/ / T� 31 / / ,5b l �, Sop 15'I�TG. SEE SHEET L_589°4T08"E 105.00'-J
$ 4 \ ` \ CI / b / � / / o. i / O' �L'fi`QR f\ , 626 �.6 f_3.26'
2 so,
/ h %l 32 i % e % /r S0p0" DRIPA\ • o �� c16 o
CIo114 CORNER
ILLEGIBLE N 33 C21- • 9C1Q - _ C17
CPF#111066377 % cZg
g3„wpbN 34
ho"
' •
b
\ •2S' • 2S l / ' o l / h' / / I Ir C23 C13 0
czz
35 j ~ j o I ! 1 _____J CIS C14 • `"•
36 h
37 i w 38
63° s w 39 40
41
BLOCK 2 i N
\ FA_�\ •�'I' \ '` ti l i I S I � ^I � o � o I I N
WW /
UNPLATTED \ \ 4•?91, ' ` _� j ~ j �' j ? j p
\ • 68.42' 68.42' _L 37.62' S0.19' 1
\ 35 N 88°39'06" W 186N 84°49' .10' • W sa.zo
\ 116.83' • \ \
\ 35 _
11574
(n k/13/22�
REFERENCES
R1) RECORD OF SURVEY NO. 12358, INST. NO. 2020-064652
R2) RECORD OF SURVEY NO. 8839, INST. NO. 110086926
R3) RECORD OF SURVEY NO. 1963, INST. NO. 9148338
R4) RECORD OF SURVEY NO. 8838, INST NO. 9118798
R5) KEEP SUBDIVISION, BOOK 119, PAGE 18374
R6) DERRY SUBDIVISION, BOOK 108, PAGE 1516
R7) VANTAGE POINTE SUBDIVISION, BOOK 80, PAGE 8575
R8) WARRANTY DEED INST. NO. 2020-052413
R9) WARRANTY DEED INST. NO. 2020-088736
R10) SKYBREAK SUBDIVISION NO. 1, BOOK XX, PAGEXX
SEE SHEET 2 OF 4 FOR LINE/CURVE TABLES, DETAILS & LEGEND
DETAILS
1 INCH = 40 FEET
6 RI
u�o v G S69o//
S p82, 169
��ljcti\
Ego _ g8,
I /
----- i BLOCK 5
DETAIL A
SKYBREAK SUBDIVISION NO. 2
LOCATED IN THE SE114 OF THE NW114 OF SECTION 4, T. 2 N., R. 1 E., B.M.,
CITY OF MERIDIAN, ADA COUNTY, IDAHO
2022
.6"C
�I
Ip
DETAIL B
Lg 63og32p\ LjCJ
8622�hov
V
•
20'
U S 89047'08" E 104.94'
2
BLOCK 6 o
----J
DETAIL C
I �
Lu
5
_ BLOCK 5 N
--- S 8904708" E o
6 7/ \ 1\ 7 z l
A' �,NGLEji N>3or6g3 W 10.79' �2.38
ART 26
DRIVE (1'URLI
•
CJ _
LEGEND
- - - - - -
- SUBDIVISION BOUNDARY LINE
LOT LINES
SECTIONAL LINE
CENTERLINE
PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENT
EXISTING DEED OR LOT LINE
0
FOUND 5/8" REBAR/CAP PLS 11574 OR AS NOTED
mi
FOUND ALUMINUM CAP
O
FOUND 1/2" REBAR/CAP PLS 11574
®
FOUND 1/2" REBAR/CAP PLS 11574
SET 5/8" REBAR/CAP PLS 11574
0
SET 518" REBAR/CAP PLS 11574
•
SET 1/2" REBAR/CAP PLS 11574
CALCULATED POINT
j
LOT NUMBER
ACHD STORM DRAIN EASEMENT - SEE NOTE 12
SCALE
60 0 30 60 120
( FEET)
I INCH = 60 FT.
LINE TABLE
LINE
BEARING
DISTANCE
Ll
S 89°47'08" E
30. 00'
L2
N 45°12'52" E
14.14'
L3
N 62°5326" E
33.77'
L4
S 63°4320" E
23.72'
L5
S 26°16'40" W
41.00'
L6
S 12°24'18" W
41.00'
L7
S44°14'O1"E
22.82'
L8
S 49'15'11" W
22.45'
L9
I N71'21'11"E
23.07'
L10
S 36°01'46" E
32.65'
L11
N 27°53'05" W
26.66'
L12
N 71 °16'40" E
14.14'
L13
N 80°2624" E
26.66'
L14
N 69°3037" E
22.61'
L15
S 24°26'07" E
22.56'
L16
N 31 °12'28" W
23.22'
L17
S 61 °19'06" W
22.68'
L18
S 68°39'19" E
10.44'
L19
S 89°47'08" E
43. 00'
L20
S 25°03'30" E
15.62'
L21
N 13°36'19" E
39.87'
L22
S 22°4435" W
53.72'
L23
S 22°4435" W
16.66'
L24
S 22°4435" W
15.70'
L25
N 16°43'17" E
34.64'
L26
N 61 °19'06" E
17.93'
L21
N 61 °19'06" E
4.75'
L28
S 18°43'20" E
14.14'
L29
N 26°16'40" E
34.55'
L30
I N 16'43'17" E
28.25'
11574
,p 4-/13/22
�! of
BOOK , PAGE
CURVE TABLE
CURVE
ARC LENGTH
RADIUS
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
Cl
250.87'
551.50'
26°03'48"
S 76°45'14" E
248.71'
C2
21.75'
429.50'
2°54'05"
N 79°02'45" W
21.75'
C3
142.82'
237.83'
34°2426"
N 52°20'38" W
140.69'
C4
12.83'
551.50'
1°19'57"
S 89°07'10" E
12.82'
C5
49.62'
551.50'
5°0920"
S 85°52'31 " E
49.61'
C6
49.61'
551.50'
5°09'16"
S 80°43'13" E
49.60'
C7
49.58'
551.50'
5°09'04"
N 75°34'03" W
49.57'
C8
49.53'
551.50'
5°O8'43"
N 70°25'09" W
49.51'
C9
39.70'
551.50'
4°0727"
S 65°47'04" E
39.69'
C10
45.91'
237.83'
11°03'32"
S40°40'11"E
45.83'
Cil
73.32'
237.83'
17°3946"
N 55°01'50" W
73.03'
C12
23.60'
237.83'
5°41'08"
N 66°42'17" W
23.59'
C13
92.46'
429.50'
12°20'03"
S 83°4543" E
92.28'
C14
54.30'
429.50'
7°14'38"
S 84°07'06" E
54.27'
C15
16.41'
429.50'
2°1120"
S 88°50'05" E
16.41'
C16
89.77'
470.50'
10°5556"
S 83o03'40" E
89.64'
C17
96.87'
450.00'
12°20'03"
S 83°4543" E
96.68'
C18
145.30'
500.00'
16°39'02"
S 81°36'14" E
144.79'
C19
28.03'
500.00'
3°12'45"
N 88°1922" W
28.03'
C20
117.27'
500.00'
13°26'17"
S79°5952"E
117.00'
C21
151.26'
520.50'
16°39'02"
S 81°36'14" E
150.73'
C22
33.62'
520.50'
3°42'01"
S 88°04'44" E
33.61'
C23
50.33'
520.50'
5°3223"
S 83°2732" E
50.31'
C24
50.02'
520.50'
5°3022"
S 77°56'09" E
50.00'
C25
17.30'
520.50'
1°54'15"
S74°13'51"E
17.30'
C26
70.70'
479.50'
8°26'54"
S 77°30'10" E
70.64'
C27
34.16'
123.50'
15°50'46"
S 08°08'15" W
34.05'
C28
28.81'
100.00'
16°3025"
S 08°28'04" W
28.71'
C29
20.03'
76.50'
14°5953"
N 07°4249" E
19.97'
C30
108.72'
276.50'
22°31'43"
N 11 °2843" E
108.02'
C31
30.02'
276.50'
6°13'12"
N 03'1928" E
30.00'
C32
69.61'
276.50'
14°2529"
N 13°38'48" E
69.43'
03
9.09'
276.50'
1 °53'02"
N 21 °48'04" E
9.09'
C34
127.20'
323.50'
22°31'43"
N 11 °2843" E
126.38'
C35
5.42'
323.50'
0°5739"
N00°41'41"E
5.42'
C36
54.43'
323.50'
9°3822"
S 05o5942" W
54.36'
C37
67.35'
323.50'
11°5542"
S16°4644" W
67.23'
C38
37.84'
29.50'
73°29'35"
S 36°31'56" E
35.30'
C39
28.55'
29.50'
5502642"
S 45°3322" E
27.45'
C40
9.29'
29.50'
18°02'54"
N 08°4835" W14.30'
9.25'
C41
64.13'
50.00'
73°2935"
S 36°31'56" E
59.83'
C42
90.43'
70.50'
73°2935"
S 36°31'56" E
84.36'
C43
15.45'
70.50'
12°33'16"
S 67°00'05" E
15.42'
C44
44.77'
70.50'
36°23'10"
S 42°31'52" E
44.02'
C45
25.91'
70.50'
21°03'36"
N13°4829"W25.77'
C46
4.30'
70.50'
3°2933"
S 01°3l'54" E
C47
46.34'
29.50'
89°5949"
S 45°12'52" W
41.72'
C48
21.30'
29.50'
41°2235"
S 69°3129" W
20.84'
C49
25.03'
29.50'
48°37'14"
S 24°31'35" W
24.29'
C50
78.54'
50.00'
90°00'00"
S 45°12'52" W
70.71'
C51
110.74'
70.50'
89°5949"
S 45°12'52" W
99.70'
C52
49.46'
70.50'
40°11'39"
S 70°06'57" W
48.45'
C53
35.28'
70.50'
28°4O'27"
N 35°40'54" E
34.92'
C54
26. 00'
72.07'
20°40'18"
N 10°54'00" E
25.86'
C55
135.81'
429.50'
18°07'01"
S 80°4337" E
135.24'
C56
11.90'
429.50'
1°35'14"
S88°59'31"E
11.90'
C57
67.21'
429.50'
8°5757
S 83°4256" E
67.14'
C58
50.09'
429.50'
6°4O'55"
N 75°5329" W
50.06'
C59
6.61'
429.50'
0°5255"
S72o06'34"E
6.61'
C60
204.70'
450.00'
26°03'48"
S 76°45'14" E
202.94'
C61
20.75'
450.00'
2°38'30"
N 65°02'35" W
20.75'
C62
183.95'
450.00'
23°25'17"
S78°0429"E
182.67'
C63
214.03'
470.50'
26°03'48"
N 76°45'14" W
212.18'
C64
15.94'
470.50'
1°5627"
S 88°4855" E
15.94'
C65
15.94'
470.50'
1°5627"
S 88°4855" E
15.94'
C65
40.15'
470.50'
4°5321"
N85°24'01"W
40.14'
C66
40.12'
470.50'
4°53'07
S 80°30'47" E
40. 11'
C67
40.09'
470.50'
4°5254"
S 759746" E
40.07'
C68
40.05'
470.50'
4°52'40"
S 70°45'00" E
40.04'
C69
37.68'
470.50'
4°3520"
S 66°01'00" E
37.67'
C70
79.07'
323.50'
14°00'12"
S 07°12'58" W
78.87'
C71
37.69'
323.50'
6°40'32"
S 10°5248" W
37.67'
C72
41.37'
323.50'
7°19'40"
S 03°5242" W
41.35'
C73
136.47'
300.00'
26°03'48"
S 13°14'46" W
135.29'
C74
31.98'
300.00'
6°06'24"
N 23°1328" E
31.96'
C75
104.49'
300.00'
19°5723"
S 10'11'34" W
103.96'
C76
56.35'
276.50'
11 °40'33"
IS 06°03'08" W
56.25'
C77
45.81'
276.50'
9°2934"
N 07°08'38" E
45.76'
C78
10.54'
316.84;
1°54'18"
S 01°18'22" W
10.53'
C79
117. 96'
300.00'
22°31'43"
N 11 °28'43" E
117.20,
C80
14.09'
276.50'
2°55'12"
N 21 °16'59" E
14.09'
C81
50.81'
276.50'
1 10°3l'45"
N 06°37'32" E
50.74'
SKYBREAK SUBDIVISION NO.2
BOOK , PAGE
CERTIFICATE OF OWNER:
KNOW ALL MEN BY THESE PRESENTS
THAT WE THE UNDERSIGNED DO HEREBY CERTIFY THAT WE ARE THE OWNERS OF THE REAL PROPERTY
AS DESCRIBED BELOW AND IT IS OUR INTENTION TO INCLUDE SAID PROPERTY IN THIS SUBDIVISION
PLAT.
THE OWNERS FURTHER CERTIFY, THAT ALL LOTS IN THIS SUBDIVISION WILL RECEIVE DOMESTIC WATER
FROM THE CITY OF MERIDIAN, IDAHO MUNICIPAL WATER SYSTEM, INCORPORATED AND THAT THE CITY
OF MERIDIAN, IDAHO, HAS AGREED IN WRITING TO SERVE ALL OF THE LOTS IN THIS SUBDIVISION. (T c
50-1334)
THE EASEMENTS AND PRIVATE ROADS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC,
BUT THE RIGHT TO USE SAID EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES AND FOR ANY
OTHER USES AS DESIGNATED HEREON, AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN
THE LINES OF SAID EASEMENTS.
THE PUBLIC STREETS, AS SHOWN ON THIS PLAT, ARE HEREBY DEDICATED TO THE PUBLIC
BASIS OF BEARINGS IS N. 0°12'52"E BETWEEN A FOUND ALUMINUM CAP MARKING THE W114 CORNER
AND A FOUND ALUMINUM CAP MARKING THE NORTHWEST CORNER OF SECTION 4, T. 2 N., R. 1 E., B.M.,
ADA COUNTY, IDAHO.
A PARCEL OF LAND LOCATED IN THE SE114 OF THE N W114 OF SECTION 4, TOWNSHIP 2 NORTH, RANGE I
EAST, BOISE MERIDIAN, ADA COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT AN ALUMINUM CAP MARKING THE W114 CORNER OF SAID SECTION 4;
THENCE N. 0°12'52"E., COINCIDENT WITH THE WEST LINE OF SAID NW114, A DISTANCE OF 584.67 FEET
TO A 5/8" REBAR WITH CAP PLS 11574;
THENCE S. 89047 08" E., 43.00 FEET TO THE EASTERLY RIGHT OF WAY FOR S. EAGLE ROAD AND THE
SOUTHWESTERLY CORNER OF SKYBREAK SUBDIVISION NO. 1, AS SHOWN IN BOOK XX OF PLATS, AT PAGES
XXX, ADA COUNTY RECORDS, MARKED BY A 5/8" REBAR WITH CAP PLS 11574 AND THE POINT OF
BEGINNING;
THENCE CONTINUING S. 89°47'08"E., COINCIDENT WITH THE SOUTH LINE OF LOT 1, BLOCK 2 OF SAID
SKYBREAK SUBDIVISION NO. 1, A DISTANCE OF 30.00 FEET TO A 518" REBAR WITH CAP PLS 11574,
MARKING THE SOUTHEAST CORNER OF SAID LOT 1;
THENCE N. 00°12'52"E., PARALLEL WITH SAID WEST LINE AND COINCIDENT WITH THE EAST LINE OF SAID
LOT 1, A DISTANCE OF 414.68 FEET TO A 5/8" REBAR WITH CAP PLS 11574, MARKING A CORNER OF THE
SOUTHERLY LINE OF SAID LOT 1;
THENCE COINCIDENT WITH SAID SOUTHERLY LINE OF LOT 1 THE FOLLOWING COURSES AND DISTANCES:
THENCE N. 45°12'52"E., 14.14 FEET,'
THENCE S. 89°47'08" E., 90.00 FEET,'
THENCE S. 59°31'45" E., 33.73 FEET,'
THENCE S. 89°4708" E., 119.66 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT WITH A RADIUS OF
551.50 FEET,'
THENCE 250.87 FEET ALONG THE ARC OF SAID CURVE, WITH A CENTRAL ANGLE OF 26°03'48", SUBTENDED
BY A CHORD BEARING S. 76°45'14"E., 248.71 FEET;
THENCE S. 63°4320" E., 351.63 FEET,'
THENCE LEAVING SAID SOUTHERLY LINE, S. 26°16'40" W., 105.00 FEET,'
THENCE S. 63°4320" E., 23.72 FEET,'
THENCE S. 26°16'40" W., 41.00 FEET,'
THENCE S. 00°12'52" W., PARALLEL WITH SAID WEST LINE, 249.05 FEET,'
THENCE S. 12°24'18" W., 41.00 FEET TO THE BEGINNING OF A CURVE TO THE LEFT WITH A RADIUS OF
429.50 FEET,'
THENCE 21.75 FEET ALONG THE ARC OF SAID CURVE, WITH A CENTRAL ANGLE OF 02°54'05 , SUBTENDED
BY CHORD BEARING N. 79o02'45-W., 21.75 FEET,'
THENCE S. 00°12'52" W., PARALLEL WITH SAID WEST LINE, 111.67 FEET,'
THENCE N. 84°4944"W., 116.83 FEET,'
THENCE N. 88°39'06"W., 186.10 FEET,'
THENCE N. 63°28'30" W., 225.31 FEET,'
THENCE N. 73°16'43" W., 155.25 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT WITH A RADIUS OF
237.83 FEET;
THENCE 142.82 FEET ALONG THE ARC OF SAID CURVE, WITH A CENTRAL ANGLE OF 34-24,26", SUBTENDED
BY A CHORD BEARING N. 52°20'38" W., 140.69 FEET,'
THENCE N. 0°12'52"E., PARALLEL WITH SAID WEST LINE, 65.42 FEET TO THE POINT OF BEGINNING.
THE ABOVE DESCRIBED PARCEL CONTAINS 11.119 ACRES MORE OR LESS.
G20, LLC
JIM CONGER, AUTHORIZED AGENT
ACKNOWLEDGMENT
STATE OF IDAHO
SS
COUNTY OF ADA
ON THIS _ DAY OF , 2022, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID
STATE, PERSONALLY APPEARED JIM CONGER, KNOWN OR IDENTIFIED TO ME TO BE AN AUTHORIZED AGENT OF G20,
LLC. AN IDAHO LIMITED LIABILITY COMPANY, THAT EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED
LIABILITY COMPANY, AND ACKNOWLEDGED TO ME THAT SUCH LIMITED LIABILITY COMPANY EXECUTED THE SAME.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST
ABOVE WRITTEN.
NOTARY PUBLIC FOR IDAHO
RESIDING AT
MY COMMISSION EXPIRES
CERTIFICATE OF SURVEYOR:
I, JEFF BEAGLEY, PLS, 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, SURVEYS AND
CORNER PERPETUATION AND FILING ACT, IDAHO CODE 55-1601 THROUGH 55-1612.
JEFF BEAGLEY
11574
`% 4/is/22
\� OF N�l
P.L.S.11574
SKYBREAK SUBDIVISION NO.2
BOOK , PAGE
HEALTH CERTIFICATE APPROVAL OF CITY COUNCIL
I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT
SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE _ DAY OF 2022 THIS PLAT WAS DULY
ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE ACCEPTED AND APPROVED.
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.
CITY CLERK DATE
DISTRICT HEALTH, EHS DATE
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 , 2022.
PRESIDENT, ADA COUNTY HIGHWAY DISTRICT DATE
CERTIFICATE OF COUNTY SURVEYOR
I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE
CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS.
COUNTYSURVEYOR DATE
CERTIFICATE OF 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 PROPERTY TAXES FOR THE PROPERTY
INCLUDED IN THIS PROPOSED SUBDIVISION HAVE BEEN "PAID IN FULL" THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY
(30) DAYS ONLY.
COUNTY TREASURER DATE
COUNTY RECORDERS CERTIFICATE
APPROVAL OF CITY ENGINEER
STATE OF IDAHO
I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY SS
APPROVE THIS PLAT. COUNTY OF ADA
I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED AT THE REQUEST OF SAWTOOTH LAND SURVEYING, LLC., AT,
MINUTES PAST_ O'CLOCK _M. THIS , DAY OF 2022, A.D., AND WAS DULY RECORDED IN BOOK OF
PLATS AT PAGES THROUGH , INSTRUMENT NUMBER
CITY ENGINEER
DATE
DEPUTY EX-OFFICIO RECORDER
11574
k/13/22�