HomeMy WebLinkAboutFinal Plat SKYBREAK SUBDIVISION NO. 3 BOOK , PAGE
SCALE LOCATED IN THE SE1/4 OF THE NW114 OF SECTION 4, T. 2 N., R. 1 E., B.M.,
32 '33 60 0 30 60 1I CITY OF MERIDIAN, ADA COUNTY, IDAHO
5 411111 PLAT NOTES
(FEET) 2023
1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE IS
N1116 CORNER i INCH=60 FT. HEREBY RESERVED ALONG THE FOLLOWING:
PLS 13550 -TEN(10)FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARYAND REAR LOT LINES OR AS
5 4 CPF#2019-082460 S 89°5222"E 1321.03' S 89056'41"W 1321.10' DEPICTED
--- --- --- -- --- --- --- --- --- --- ---C�--- -TEN(10)FOOT WIDE ADJACENT TO PUBLIC RIGHT OF WAYS AND PRIVATE STREETS OR AS
--- - --- -- ---
E. PENNIE LANE NW1116 CORNER CN1116 CORNER DEPICTED
PLS 645 PLS 4347 -FIVE(5)FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR SIDE LOT LINES OR AS DEPICTED
� � \ UNPLATTED CPF#2022-096554 CPF#2022-096555
A PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HEREBY RESERVED ALONG THE FOLLOWING:
\ 2 -TEN(10)FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED
° SKYBREAK SUBDIVISION NO. 1 -FIVE(5')FOOT WIDE SIDE LOT LINES OR AS DEPICTED
/BLOCK 7 r 0 S) BK 125 PG 20019-25 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT, WHICH
BLOCK 3 j STATES"NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE
/ 2 /i g8`9�'39, ` � E. BINGLEY LANE (PRIVATE) OR BECOME A NUISANCE, PRIVATE OR PUBLIC,BY ANY CHANGED CONDITION IN OR ABOUT THE
SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN
\\ ^S,96, ° ONE(1)YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME
D� , p°�' / �,C3 _ C2 101 j 61 IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A
3 j ~ j \7 /- C4 _ S 89°47'08"E 309.29' NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL
l - CS ° -- -- -- -- - - -- �S o " OPERATION AGRICULTURAL FACILITY OR EXPANSION THEREOF."
ti / 1 r--____ S 89 4708E 74.08
/ / b 1 �_ C6__ i41.06' S-- SO.- S0.00'
i 4 / / o' 1 in I I I r------� r------� r------� 0 3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED
°ti / ti BLOCK 7 I I �, 10 2'1 I I I I I I 1 �`24.08' So.00' °
I I I I I I 1 -� F------� y C SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION.
° `O i ti 5 BLOCK 7 I o I BLOCK 3(:-) I o 1 4.00' I I I
ti 1 o I I I I o I I
S L / h 6 I I I I I 1 o I I 4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN
/ �/ I I 0 1 1 I I p I p
^� 7 I ^ I I p COMPLIANCE WITH TITLE 11 OF MERIDIAN CITY CODE.
��Pll0 Cgs l l t� 1 �n I d 8 1 o I I I I I
1« SEE 4- � 108 I 107 I 106 I I o
_ c� I o I �o N .y iv I ?v I iv I I O 5. LOT 43 BLOCK 2 LOTS 109 118 124 BLOCK 3 LOT 14 BLOCK 6 AND LOT 9 BLOCK 7 ARE
1 I DETAIL A _ / / 1 o I o 9 I I I 105 N I j 04 0 �+ 103 102
° �'j L__ ti RESERVED AS COMMON AREA,ARE NON-BUILDABLE LOTS, AND ARE OWNED AND MAINTAINED BY
\C I I I l o I o l o l °O I I I I SKYBREAK SUBDIVISION HOMEOWNERS ASSOCIATION,INC.
DA C48 --1 L--- _ I I I I O I O I O I o I I rV
1 +L Cog - ---' L--_--_-J ° I O I l()
C49 C50 C32 o I I I I I I cn I 6. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO. 2023-XXX.
T i O I I I I I I I 10.50' 1 I
^\C LA L------J L------I L------i __ I ______ o
C1t 2 1 I I g�\` C43 - P R I V A T E 1L18 ��� 54.00' 50.00' 50.00' ��C52 -' L 50.00' J p 7. IRRIGATION WATER HAS BEEN PROVIDED FROM THE NEW YORK IRRIGATION DISTRICT,IN
1 C40 C3S _ S 89°47'08"E 154.00' �' �- COMPLIANCE WITH IDAHO CODE 31-3805(1)(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED
0 0 3 60.50' 14.50'� E. CEDARHURST LANE TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NEW YORK
C y S 89 47 08"E 234.61'
1 d 1 I I r-_39 17 27' C M 109 G� - 0 - - - - IRRIGATION DISTRICT.
z DE- - - - I I I I '_, C38 93.59' 141.02' c�1 y L24 PRIVATE)
DC 1 1 w l ui I _ I 1 f C37 C36 L , 60.50' 19.50' L6
z I = I 1 � I I 1 r---- ____ C,� 8. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF
I 21 N oo I g ��-----•112.59'------1 F------•122.02-------7 L� 0 0
Q y� I Ln I 1 I I I I I I 5,7 '1 11.50' I �r of I 1 /b y G�� 1 29 50 31.00' THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AND IRRIGATION/DRAINAGE
3 0 1 I 20 `i' I I 0 I � 1 I I 1 I I of /(h CS,-----1 r------� ENTITY.
BLOCK 6 ai I o I iv I I o 1 `n I I I
NI I o f N I 19 W o f I Y • �� 109 I I 110 i 1 hCb Fo i o
I , 1 I v I I I o I I 9. THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT NO. 2021-119175.
q l A 11 z I o 1 I W I I ~ U 0 0 IO • ^ �,.y
W I I o l N I 18 _ 1 w l w 1 o O N L-S 89 47'08"E 107.40'-JJ.
L--S 89 47 08"E 110.00'-J u? rn I I I M
� I I o I P I 17 N I 16 I 15 o J 1 w I o Y 10. A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED TO THE GRANTOR AND SKYBREAK
z N o m I r--------------� r--------------� - W
DC !N S I I o 1 I "', I ` I I I I I I �, j 25 I - O I 54 I U 55 COMMUNITY ASSOCIATION,INC. UPON,ACROSS,OVER AND UNDER ANY PORTION OF ANY LOT THAT
58 4 rV 4jI3, �Z°3 I z 1 0 , I I of I of to I tV �n I N 126 ui O
W x I _ OIr„ I o I o I o I I o 0 o 118 '13S N 1 `^ J IS NOT COVERED BY AN OCCUPIED STRUCTURE. SAID GRANTOR OR SKYBREAK COMMUNITY
*- 1 I o o I 1 109 I I 111
"4 I d ° 1 1 4� F I I z l o f o l l 0 1 �I BLOCK 3 1 LnI I`^ ° I I I m ASSOCIATION INC. MAY USE THE EASEMENT AREA AS GRANTOR OR THE HOMEOWNER ASSOCIATION
w x 0 I ��I3' Igs I I z I I o d v o 1 0 1
I I ? I I I I r o 0 1 MAY DEEM NECESSARY OR CONVENIENT TO PERFORM ANY OF THEIR RIGHTS OR OBLIGATIONS
I I I I I N L-S 89°47 08"E 107.40'-_j L-N 89°47 08"W 110.00'- w z I O I
- - - - I ^ I BLOCK 61 I 9��3, J L____J L____ L--__J ^I E" 10.00' I ? I IDENTIFIED IN THE COMMUNITY DOCUMENTS, OR TO PERFORM THE DUTIES AND FUNCTIONS WHICH
I I S89°4708" 126.00' w 14 I -------------- --------------� 1� L______j L______J THE HOMEOWNER ASSOCIATION IS OBLIGATED OR PERMITTED TO PERFORM PURSUANT TO THE
Vj 1 Ln cv I 1 ,�43,g9, - I C, w I I I 1 50.00' 50.00' I COMMUNITY DOCUMENTS. THIS EASEMENT INCLUDES WITHOUT LIMITATION RIGHTS TO INSTALL 1 ko N i� I I N I OI I OI Io
U] a I M I 1 I 42.00' 42.00' 42.00' �n "' � O o o p'
I I r----- r----� N I r; I I I I o OPERATE,MAINTAIN, REPAIR AND REPLACE IRRIGATION SPRINKLERS,LINES,CONTROL BOXES AND
S I N 7 w I N 1 I ---- . I I I 1 1 N _ z L6 1 109 1 `n 112 Ln a f-N 89 47'08"W 110.00'-i
N I 8 I "' I - o l I l 0 1 o w I I V_ I`r I I p RELATED EQUIPMENT AND FACILITIES.
w I I o I o I o l l o I> -S 89°4708"E 107.40'-� L-N 89°4708"W 110.00'-� Iw oI Io z r1�
1 o I N I I rn I ti I o I I z 1 N d of j23 to Lo 53 11. THIS SUBDIVISION SHALL BE SUBJECT TO COVENANTS,CONDITIONS AND RESTRICTIONS TO BE
9 0 r---------------l- r---------------I z �rl Id
o I ui 1 w I y I I y I I o u� u� z I RECORDED AT A LATER TIME AND MAY BE AMENDED FROM TIME TO TIME.
1 I o l N = 1 j 0 W I I y. _ I I o I I I BLOCK 3 1 1 o v�
6 1 z l o l 1 w I = 1 w l o a OI IM oI to
1 N 1 N 1 11 1 12 = 1 13 1 w �1 109 I� �I 113 I� �---------------�
`�° I I I LnI I"' LI 1Ln I� -� G 12. A PORTION OF LOT 43,BLOCK 2 6 ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER
V' o CIj- I I o0 I 1 o I I I I ° I I ° I �N r-'N 89°4708"W 110.00-1 M DRAINAGE SYSTEM. THIS LOT IS ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL STORM
o o I o I I I I�► -S 89 47'OS"E 107.40'-J L-N 89 47'OS"W 110.00'-� IP4 I I A WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015 AS INSTRUMENT NO.2015-103256,
O I I I - I 1- ADA COUNTY RECORDS AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL
� M I - - � o CIS C I I I I z l o f I w W o of C7'
� I r--------------� r--------------� of to
,., O 19 _ I I z 1 11.18'i I z `� I I' I o l 122 l o I N a+ 52
I - I I I I U� _ N _ u, u, (THE"MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM
O - C20 L_ I I I I I I M OI Ian OI Io I . Lnl 1`n U1 )
W �n \ ----1 L___ _____J L ____ b6 M O I I N O I I N .N I N ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS
I4 C21 C22 42.00' 42.00' 28.00' V_ 109 Ib 114 Iu� M M L---------------J C�2
,'�', FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM.
o � ` C16 I to I I� o
123.18' L--S 8904708"E 107.40'-�z L-N 89°47'08"W 110.00'- r-N 8904708"W 110.00'-1 I o w
C13 _ E. ENGLEHART DRIVE ______________ _____________ 1 I 1 Cn (Y., ►'C 13. THE BOTTOM OF STRUCTURAL FOOTING SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE
o I p I �CZS C23 - -QQ- - - - - • I I I --j n o l l o HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION.
o o I r C26 C24 S 89°47'OS"E 156.68' 01 I o f I o0 r^. O I 121 Io t�t�' $1
123.18' I I "� �n 1 I 14. THIS DEVELOPMENT IS SUBJECT TO AN ACHD SIDEWALK EASEMENT INST. NO. 2023-XXXX.
37 �__C27 t1 �I 109 II 115 1 I I
W I I v I I I --__ C28 23.63' 60.00' 18.55' S` �_S 89°47'08"E 107.40'-_j --N 89°4708"W 110.00'-� N I L---------------� I 15. THIS SUBDIVISION IS SUBJECT TO A CITY OF MERIDIAN WATER MAIN EASEMENT INST. NO.
� �n O I �
BLOCK 2 --' I I o I r\ 1 0 l O �? - r--------------� r--------------� ' r-N 8904708"W 110.00' 2022-045688.
o l 1 38 W 1 I 1 o I o ° 1 1 1 BLOCK 3 1_ °o i i-
o o `^ I O I 0 of I of to 0 0 0 16. THIS SUBDIVISION IS SUBJECT TO A CITY OF MERIDIAN SEWER AND WATER EASEMENT INST.
1 3.9 w Ln L6 109 Ln 116 0 1 o f i o0 1 50 NO. 2022-045752.
o f I I I I w I I 1 1 • cn 120
I o I _ I W 1 w I W y I v I I I I d- Ln Ln
Z I °o I I 40 1 41 1 �, I I I I I I
o l I I � I 42 N _ L-S 89°4708"E 107.40'-_j L-N 89°4708"W 110.00'-- I I
L---------------' 17. LOT 118,BLOCK 3,IS A PRIVATE ROAD TO BE OWNED AND MAINTAINED BY THE SKYBREAK
1 ° I o I o I o r---------------I r--------------- ESTATES ASSOCIATION INC. THE PERPETUAL RIGHT OF INGRESS/EGRESS OVER THE DESCRIBED
�g� I O I o ° o N N r-N 89°47 08"W 110.00'- 1
I BLOCK 2 0 0 l O I oo z o I I I I 1 I PRIVATE ROAD IS HEREBY RESERVED IN FAVOR OF EACH LOT OWNER. THE PERPETUAL EASEMENT
L z I o 1 O I t o of I of to _ I o
I z o O o 0 0 o I I-
I z I z I I �I 109 I �I j j7 I� Ln of 119 IC)
I SHALL RUN WITH THE LAND AND THE RESTRICTIVE COVENANT FOR MAINTENANCE OF THE PRIVATE
-� �- �- 1 �I I �I Iv v O1 "'vI lo0 49 ROADS CANNOT BE MODIFIED WITHOUT THE EXPRESS CONSENT OF THE CITY OF MERIDIAN.
--J L-- ------ ----- ,
\ CI 29.78' 60.00' 60.00' 55.00' ^ O L-_---107.40-------i L-----110.00------� I I
0 ----------
0 ______ 18. LOTS 106-108, BLOCK 3, WILL TAKE ACCESS FROM LOT 109,BLOCK 3. THIS COMMON DRIVEWAY
S 89°47'OS"E 204.78' I I N 89°47 08" W 251.40' � 0 - o IS FOR THE PURPOSE OF INGRESS/EGRESS SHALL CONTAIN BLANKET TYPE WATER SEWER AND
N 89°47,57 W 110.00' UTILITY EASEMENTS AND SHALL RUN WITH THE LAND. THIS COMMON DRIVEWAY/LOT SHALL BE
\ \ ♦_f I `9 47 1 48 CONSTRUCTED IN ACCORDANCE WITH UDC 11-6C-3D AND BE PAVED A MINIMUM OF 20 FEET WIDE
WITH SURFACE CAPABLE OF SUPPORTING 75,000 LBS. COMMON DRIVEWAY/LOT SHALL BE OWNED
25' • 1 L23 O o - E. VADONIA LANE_ (PRIVATE) 1 AND MAINTAINED BY SKYBREAK ESTATES ASSOCIATION,INC.
31
BOISE PROJECT EASEMENT \ C
�/\ I °
PER ROS#12358 43 i 1 ��
T_
SKYBREAK SUBDIVISION NO. 1
BK 125 PG 20019-25 SEE SHEET 2 OF 4 FOR LINE CURVE TABLES DETAILS LEGEND
� �
2 46 NARRATIVE AND REFERENCES
y�,� off♦ �/ I I BLOCK
�A .9� 2030 S. WASHINGTON AVE.
• • 45 42
UNPLATTED y10ENS `�� \ y ��` ;�" a- �/� 44 43
EMMETT, ID 83617
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PA 11574 �, (208) 398-8104
a O `O t o DETAIL 8
FAX (208) 398-8105
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\
5 25.00' 1198.00 14' I1 N •N
.4 1' --- 6.30'
POB\ . --- -- ur�eyf��y C CC WWW.SAWTOOTHLS.COM
--- --- ---
114 CORNER 4 N 89048'12" W 87.14' CW1116 CORNER C114 CORNER
ILLEGIBLE PLS 752 SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#:
CPF#111066377 E. VANTAGE POINTE LANE S 89048'12"E 2632.71' RLS 645
CPF#9116244 1 OF 4 612023 AR JB 123110 123110-FP
SKYBREAK SUBDIVISION NO. 3 BOOK , PAGE
OFF-SITE ACHD STORM DRAIN
0 g\ EASEMENT INST. NO.
2023-XXX
/DETAIL A
y NTS /�o' / y
DETAIL B I �' L27
/ ^ NTSLn
v'b o '2o I N
CURVE TABLE
CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH
/ Cl 176.20' 261.76' 38°34'08" N 59°19'17"W 172.90'
y I BLOCK 3 \ C2 164.32' 540.00' l7°26'04" S 81°04'06"E 163.68'
W I I C3 22.47' 540.00' 2°23'02" S 73°3235"E 22.47'
46 I C4 52.47' 540.00' 5°34'01" S 77°3l'O6"E 52.45'
W C5 49.50' 540.00' 5°15'09" S 82°55'41"E 49.49'
C6 39.88' 540.00' 4°13'52" S 8740'12"E 39.87'
C7 78.30' 261.76' 17°O8'19" N 48°3622"W 78.01,
�79 y a ^ ^ SKYBREAK SUBDIVISION NO. 1 CS 34.57' 261.76' 7°34'02" N 60o5733"W 34.55'
W BK 125 PG 20019-25 C9 63.33' 261.76' 13°5l'47" N 71°4027"W 63.18'
CIO 28.54' 18.00' 90o5O'33" N 45°l225"W 25.64'
LINE TABLE Ci l 158.55' 50.00' 181°4l'O7" N 00°12'52"E 99.99,
o
1 I o C12 28.54' 18.00' 90o 50'33" N 450 38'09"E 25.64'
Uj z I LINE BEARING DISTANCE/ C13 50.03' 429.50' 6°40'28" S 74°15'28"E 50.00'LI N 12°24'18"E 4i.00' C14 52.42' 450.00' 6°4028" S 74°l528"E 52.39'
L2 N 26°16'40"E 41.00' C15 54.81' 470.50' 6°4028" S 74°1528"E 54.78'
\ L3 N 63°4320"W 23.72' C16 157.88' 479.50' l8°5l'54" N 80°2l'l1"W 157.17'
I I / L4 S 63°4320"E 27.35' C17 46.61' 470.50' 5°4O'35" S 74°4525"E 46.59'
\ I L5 I S 6300822"E 24.53' o
C18 8.20' 470.50' 0 59'S3" S 71 0 25'l l"E 8.20'
L6 S 89°47'08"E 19.00' o 0
C19 38.84' 479.50' 4 3827" S 73 14'28"E 38.83'
\ - -L28 L7 N 00°l2'52"E 7.00' C20 45.94' 479.50' 5°29'20" S 78°18'21"E 45.92'
yL8 S 00°12'52"W 13.42' C21 42.26' 479.50' 5°03'00" S 83°34'31"E 42.25'
0 93.41' L9 S 34°09'57"E 23.02' C22 30.84' 479.50' 3°4l'O7" N 8705634"W 30.84'
\�20.50 o ___ L10 S 00°12'52"W 29.00'
C23 164.63' 500.00' I8°51'54" S80°21'11"E 163.89'
N 89°48'12" W Lll I S 34°35'41"W 23.02' C24 171.38' 520.50' l8°5l'54" N 80°2l'l1"W 170.60'
L12 N 00°12'52"E 18.87' C25 12,49' 520.50' 1°22'28" S 71°36'28"E 12.49'
/ L13 N 89°47'08"W 34.50' C26 61.93' 520.50' 6°49'04" S 75°42'14"E 61.90'
L14 N 53°5652"W 22.20' C27 60.55' 520.50' 6°3955" S 82°2643"E 60.52'
L15 S 45°08'34"W 7.06' C28 36.41' 520.50' 4°0027" S 87°4654"E 36.40'
L16 N 54°2236"E 22.20' C29 110.74' 70.50' 90oOO'OO" S 44°47'08"E 99.70'
L17 N 31°Ol'04"W 17.89' C30 27.21' 70.50' 22°06'59" N 10°50'38"W 27.04'
L18 N 89°47'08"W 17.27' C31 65,49' 70.50' 53°1327" N 48°3O'50"W 63.16'
L19 N 63°4320"W 2.93' C32 18.04' 70.50' l4°3934" S 82°2721"E 17.99'
L20 N 63°4320"W 2.93' C33 78.54' 50,00' 90oOO'OO" S 44°47'08"E 70.71'
SURVEYOR'S NARRATIVE L21 N 63°43'20"W 2.93' C34 30.26' 29.50' 58°46'04" N 60o24'06"W 28.95'
L22 S 42°05'20"E 14.08' C35 305,00' 670,50' 26°03'48" N 76°45'14"W 302.38'
SAWTOOTH LAND SURVEYING WAS REQUESTED BY THE OWNERS TO PREPARE THE L23 S 89°47'08"E 33.50' C36 36.25' 670.50' 3°05'50" N 88°14'13"W 36.24'
SUBDIVISION PLAT SHOWN HEREON. L24 S 89°47'08"E 60.50' C37 42.16' 670.50' 3°36'10" N 84°53'13"W 42.15'
REFERENCES L25 S 53°5652"E 13.57' C38 42.48' 670.50' 3°3747" N 81°16'15"W 42.47'
THE BASIS OF BEARING FOR THE PLAT MATCHES THE BASIS OF BEARING FROM L26 N 89°47'08"W 32.00' C39 42.97, 670.50' 3°40'19" N 77°37'12"W 42.96'
RECORD OF SURVEY NO. 12358. THE SECTIONAL MONUMENTS USED TO DETERMINE L27 N 89°47'08"W 20.00' C40 46.82, 670.50' 4°00'O4" N 73°47'00"W 46.81'
R1) RECORD OF SURVEY NO. 12358, INST. NO.2020-064652 THE BOUNDARY OF THE SUBDIVISION WERE LOCATED AS SHOWN ON SAID L28 S 89°47'08"E 20.00' C41 47,91' 670.50' 4°05'40" N 69°44'08"W 47.90'
R2) RECORD OF SURVEY NO.8839, INST.NO. 110086926 RECORD OF SURVEY EXCEPT FOR THE CN1116 CORNER. THIS MONUMENT APPEARS C42 46.41' 672.31' 3°5720" N 65°42'19"W 46.40'
R3) RECORD OF SURVEY NO. 1963, INST. NO. 9148338 TO HAVE BEEN RE-SET BASED ON THE DESCRIPTION PROVIDED PER SAID RECORD
R4) RECORD OF SURVEY NO.8838, INST.NO.9118798 OF SURVEY. C43 295.68' 650,00' 26°03'48" S 76°45'14"E 293.14'
R5) KEEP SUBDIVISION, BOOK 119, PAGE 18374 C44 286.35' 629.50' 26003'48" S 76°45'14"E 283.89'
R6) DERRY SUBDIVISION, BOOK 108, PAGE 1516 THERE ARE SLIGHT DISCREPANCIES IN THE BEARINGS AND DISTANCES BETWEEN C45 23.35' 629.50' 2o07'31" S 64°47'06"E 23.35'
R7) VANTAGE POINTE SUBDIVISION, BOOK 80,PAGE 8575 SAID RECORD OF SURVEY AND THE LOCATIONS AS MEASURED BY SAWTOOTH C46 59.55' 629.50' 5°25'13" S 68°3328"E 59.53'
R8) WARRANTY DEED INST.NO.2020-088736 LAND SURVEYING. THESE MONUMENTS ARE BEING HELD IN THE POSITIONS AS C47 58.36' 629.50' 5°18'41" S 73°5525"E 58.33'
R9) SKYBREAK SUBDIVISION NO. 1, BOOK 125, PAGES 20019-25 LOCATED. C48 63.06' 629.50' 5°4422" S 79°2657"E 63.03'
R10) SKYBREAK SUBDIVISION NO.2,BOOK XXX,PAGES XXXX C49 59,30' 629.50' 5°2352" S 85°01'O4"E 59.28'
C50 22.73' 629.50' 2°04'08" S 88°45'04"E 22.73'
C51 101.32' 64.50' 90oOO'OO" N 45°12'52"E 91.22'
C52 31.23' 64.50' 27°4428" S 76°2O'38"W 30.92'
C53 30.07' 64.50' 26°4237" S 49°07'06"W 29.80'
C54 40.02' 64.50' 35°3255" S l7°5920"W 39.38'
C55 78,54' 50.00, 90°00'00" S 45°12'52"W 70.71'
C56 47.91' 30.50' 90oOO'OO" N 45°l2'52"E 43.13'
LEGEND C57 22.48' 30.50' 42°13'54" S 69°05'55"W 21.98'
C58 25.43' 30.50' 47°46'06" S 24°05'55"W 24.70'
SUBDIVISION BOUNDARY LINE
LOT LINES
SECTIONAL LINE
CENTERLINE
--------------- PUBLIC UTILITY,IRRIGATION AND DRAINAGE EASEMENT
EXISTING DEED OR LOT LINE
FOUND 518"REBAR/CAP PLS 11574 OR AS NOTED
❑ FOUND ALUMINUM CAP
0 FOUND 112"REBAR/CAP PLS 11574
SET 518"REBAR/CAP PLS 11574
• SET 112"REBAR/CAP PLS 11574 41 s 2030 S. WASHINGTON AVE.
0 CALCULATED POINT y1�ENS ��
1 LOT NUMBER a 11574 EMMETT ID 83617
ACHD STORM DRAIN EASEMENT SEE NOTE 12 (208) 398-8104
�I ACHD SIDEWALK EASEMENT-SEE NOTE 14 9 OF 1� / FAX (208) 398-8105
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POB POINT OF BEGINNING
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SHEET., DATE: DRAWN BY: CHECKED BY: JOB#: DWG#:
2 OF 4 612023 AR JB 123110 123110-FP
SKYBREAK SUBDIVISION NO. 3 BOOK , PAGE
CERTIFICATE OF OWNER: ACKNOWLEDGMENT
KNOW ALL MEN BY THESE PRESENTS:
STATE OF IDAHO
THAT WE THE UNDERSIGNED DO HEREBY CERTIFY THAT WE ARE THE OWNERS OF THE REAL THENCE LEAVING SAID BOUNDARY, N. 89°48'12"W., COINCIDENT WITH SAID SOUTH LINE, 87.14 SS
COUNTY OF ADA
PROPERTY AS DESCRIBED BELOW AND IT IS OUR INTENTION TO INCLUDE SAID PROPERTY IN THIS FEET TO THE POINT OF BEGINNING.
SUBDIVISION PLAT.
THE OWNERS FURTHER CERTIFY, THAT ALL LOTS IN THIS SUBDIVISION WILL RECEIVE DOMESTIC
THE ABOVE DESCRIBED PARCEL CONTAINS 9.874 ACRES MORE OR LESS. ON THIS_DAY OF 2023, BEFORE ME, THE UNDERSIGNED,A NOTARY PUBLIC IN AND FOR SAID
STATE, PERSONALLY APPEARED JIM CONGER, KNOWN OR IDENTIFIED TO ME TO BEAN AUTHORIZED AGENT OF G20,
WATER FROM THE CITY MERIDIAN, IDAHO MUNICIPAL WATER SYSTEM, INCORPORATED AND LLC. AN IDAHO LIMITED LIABILITY COMPANY, THAT EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED
THAT THE CITY OF MERIDIAN, IDAHO, HAS AGREED IN WRITING TO SERVE ALL OF THE LOTS IN THIS SUBDIVISION. (LC. 50-1334) LIABILITY COMPANY,AND ACKNOWLEDGED TO ME THAT SUCH LIMITED LIABILITY COMPANY EXECUTED THE SAME.
THE EASEMENTS AND PRIVATE ROADS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST
ABOVE WRITTEN.
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. G20, LLC
JIM CONGER, AUTHORIZED AGENT
THE PUBLIC STREETS,AS SHOWN ON THIS PLAT, ARE HEREBY DEDICATED TO THE PUBLIC. NOTARY PUBLIC FOR IDAHO
BASIS OF BEARINGS IS N. 0012'52"E. BETWEEN A FOUND ALUMINUM CAP MARKING THE W1/4 RESIDING AT
CORNER AND A FOUND ALUMINUM CAP MARKING THE NORTHWEST CORNER OF SECTION 4, T. 2 N.,
R. 1 E., B.M.,ADA COUNTY, IDAHO. MY COMMISSION EXPIRES
A PARCEL OF LAND LOCATED IN THE SI/2 OF THE NWI/4 OF SECTION 4, TOWNSHIP 2 NORTH,
RANGE 1 EAST, BOISE MERIDIAN,ADA COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCING AT AN ALUMINUM CAP MARKING THE WI/4 CORNER OF SAID SECTION 4;
THENCE S. 89048'12"E., COINCIDENT WITH THE SOUTH LINE OF SAID NW1/4,A DISTANCE OF
1223.00 FEET TO A POINT ON THE NORTHERLY EASEMENT OF THE FARR LATERAL, MARKED BY A
5/8"REBAR WITH CAP PLS 11574 AND THE POINT OF BEGINNING;
THENCE N. 40003'53"W., COINCIDENT WITH SAID NORTHERLY EASEMENT, 243.18 FEET TO THE
BEGINNING OF A TANGENT CURVE TO THE LEFT, MARKED BY A 5/8"REBAR WITH CAP PLS 11574;
THENCE 176.20 FEET ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 261.76 FEET, WITH A
CENTRAL ANGLE OF 38034'08", SUBTENDED BY A CHORD BEARING N. 59019'17"W., 172.90 FEET TO
A 5/8"REBAR WITH CAP PLS 11574;
THENCE N. 00004'15"E., 110.05 FEET TO A 5/8"REBAR WITH CAP PLS 11574;
THENCE N. 12024'I8"E., 41.00 FEET TO A 5/8"REBAR WITH CAP PLS 11574,
THENCE N. 00012'52"E., PARALLEL WITH THE WEST LINE OF SAID NWI/4,A DISTANCE OF 249.05
FEET TO A 5/8"REBAR WITH CAP PLS 11574;
CERTIFICATE OF SURVEYOR:
THENCE N. 26016'40"E., 41.00 FEET TO A 5/8"REBAR WITH CAP PLS 11574;
I, JEFF BEAGLEY, PLS, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE
THENCE N. 6304320"W., 23.72 FEET TO A 5/8"REBAR WITH CAP PLS 11574; 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
THENCE N. 26016'40"E., 105.00 FEET TO THE BOUNDARY OF SKYBREAK SUBDIVISION NO. 1, AS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS, SURVEYS AND
SHOWN IN BOOK 125 OF PLATS,AT PAGES 20019-20025,ADA COUNTY RECORDS, MARKED BY A 5/8" CORNER PERPETUATION AND FILING ACT, IDAHO CODE 55-1601 THROUGH 55-1612.
REBAR WITH CAP PLS 11574;
THENCE COINCIDENT WITH SAID BOUNDARY THE FOLLOWING COURSES AND DISTANCES:
THENCE S. 6304320"E., 27.35 FEET TO A 5/8"REBAR WITH CAP PLS 11574;
THENCE S. 72021'04"E., 97.39 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE LEFT,
MARKED BY A 5/8"REBAR WITH CAP PLS 11574; 10ENS��""
THENCE 164.32 FEET ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 540.00 FEET, WITH A 11574
CENTRAL ANGLE OF 17026'04", SUBTENDED BY A CHORD BEARING S. 81°04'06"E., 163.68 FEET TO A JEFF BEAGLEY t�&12_g123 P.L.S.11574
5/8"REBAR WITH CAP PLS 11574,
A�OF l�
BE AGy��
THENCE S. 89°47'08"E., 309.29 FEET TO A 5/8"REBAR WITH CAP PLS 11574;
THENCE S. 63008'22"E., 24.53 FEET TO A 5/8"REBAR WITH CAP PLS 11574;
THENCE S. 8904708"E., 74.08 FEET TO A 5/8"REBAR WITH CAP PLS 11574;
THENCE S. 00012'52"W., PARALLEL WITH SAID WEST LINE, 144.00 FEET TO A 5/8"REBAR WITH CAP
PLS 11574,
THENCE S. 89047'08"E., 19.00 FEET TO A 5/8"REBAR WITH CAP PLS 11574;
THENCE S. 00012'52"W., PARALLEL WITH SAID WEST LINE, 363.00 FEET TO A 5/8"REBAR WITH CAP
PLS 11574,
THENCE N. 89047 08"W., 110.00 FEET TO A 5/8"REBAR WITH CAP PLS 11574;
THENCE N. 00012'52"E., PARALLEL WITH SAID WEST LINE, 7.00 FEET TO A 5/8"REBAR WITH CAP
PLS 11574,
THENCE N. 89047 08"W., 251.40 FEET TO A 5/8"REBAR WITH CAP PLS 11574; 2030 S. WASHINGTON AVE.
THENCE S. 00012'52"W., PARALLEL WITH SAID WEST LINE, 13.42 FEET TO A 5/8"REBAR WITH CAP PLS 11574, EMMETT ID 83617
THENCE S. 34009'57"E., 23.02 FEET TO A 5/8"REBAR WITH CAP PLS 11574; A // (208) 398-8104
THENCE S. 00012'52"W., PARALLEL WITH SAID WEST LINE, 29.00 FEET TO A 5/8"REBAR WITH CAP j
v__/roo� FAX (208) 398-8105
PLS 11574;
THENCE S. 34035'41"W., 23.02 FEET TO A 5/8"REBAR WITH CAP PLS 11574; �u�Veyi/7y 1-1-C WWW.SAWTOOTHLS.COM
THENCE S. 00012'52"W., PARALLEL WITH SAID WEST LINE, 156.48 FEET TO SAID SOUTH LINE, SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#:
MARKED BY A 5/8"REBAR WITH CAP PLS 11574;
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SKYBREAK SUBDIVISION NO. 3 BOOK , PAGE
APPROVAL OF CITY COUNCIL
HEALTH CERTIFICATE
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 , 2023 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
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.
COUNTY SURVEYOR 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 , 2023.
CERTIFICATE OF COUNTY TREASURER
PRESIDENT,ADA COUNTY HIGHWAY DISTRICT DATE 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 , 2023, A.D., AND WAS DULY RECORDED IN BOOK OF
PLATS AT PAGES THROUGH INSTRUMENT NUMBER
CITY ENGINEER DATE
DEPUTY EX-OFFICIO RECORDER
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2030 S. WASHINGTON AVE.
a 11574 CD
6/2-17 z3 EMMETT, ID 83617
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(208) 398-8104
OFF BEA��' v__/roo FAX (208) 398-8105
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SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#:
4 OF 4 612023 AR JB 123110 123110-FP