HomeMy WebLinkAboutFinal Plat SKYBREAK SUBDIVISION NO. 4 BOOK , PAGE
LOCATED IN THE SE114 OF THE NW114 OF SECTION 4, T. 2 N., R. 1 E., B.M.,
32 33 T.3 N. E. LAKE HAZEL ROAD CITY OF MERIDIAN ADA COUNTY IDAHO
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SKYBREAK SUBDIVISION NO. 1 CZ� _ _ __ o L4 ° 2
BK 125 PG 20019-25 - _ — - ° �,5 — — — — �
— — — — N 89°47'08" W 246.67' — — �—
E. BINGLEY LANE (PRIVATE) - - -
T� 1 I
ILL GIBLER REFERENCES \ / / / SKYBREAK SUBDIVISION NO. 3 I I I I
5 4 CPF#111066377 / / BK xxx PG xxxx-xx I I I I
_ _ RI)RECORD OF SURVEY NO. 12358
E. VANTAGE POINTE LANE R2)REOCRD OF SURVEY NO. 8839
R3)RECORD OF SURVEY NO. 1963
R4)RECORD OF SURVEY NO. 8838
R5)SKYBREAK SUBDIVISION NO. 1, BOOK 125,PAGES 20019-25
R6)SKYBREAK SUBDIVISION NO. 2, BOOK 126,PAGES 20384-87 NARRATIVE
R7)SKYBREAK SUBDIVISION NO. 3, BOOK XX, PAGES XX
R8)WARRANTY DEED INST. NO. SAWTOOTH LAND SURVEYING WAS REQUESTED BY THE OWNERS TO PREPARE THE SUBDIVISION
PLAT NOTES PLAT SHOWN HEREON.
13. THE BOTTOM OF STRUCTURAL FOOTING SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE
HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. THE BASIS OF BEARING FOR THE PLAT MATCHES THE BASIS OF BEARING FROM RECORD OF
1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE IS 6. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO. 2024-XXX. SURVEY NO. 12358. THE SECTIONAL MONUMENT USED TO DETERMINE THE BOUNDARY OF THE
HEREBY RESERVED ALONG THE FOLLOWING: 14. THIS DEVELOPMENT IS SUBJECT TO AN ACHD SIDEWALK EASEMENT INST. NO. 2024-XXXX. SUBDIVISION WERE LOCATED AS SHOWN ON SAID RECORD OF SURVEY EXCEPT FOR THE CN1116
-TEN(10')FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS 7. IRRIGATION WATER HAS BEEN PROVIDED FROM THE NEW YORK IRRIGATION DISTRICT,IN CORNER. THIS MONUMENT APPEARS TO HAVE BEEN RE-SET BASED ON THE DESCRIPTION
DEPICTED COMPLIANCE WITH IDAHO CODE 31-3805(1)(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED 15. THIS SUBDIVISION IS SUBJECT TO A CITY OF MERIDIAN SEWER AND WATER EASEMENT INST. PROVIDED PER SAID RECORD OF SURVEY.
-TEN(10)FOOT WIDE ADJACENT TO PUBLIC RIGHT OF WAYS AND PRIVATE STREETS OR AS TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NEW YORK NO. 202X-XXX.
DEPICTED IRRIGATION DISTRICT. THERE ARE SLIGHT DISCREPANCIES IN THE BEARINGS AND DISTANCES BETWEEN SAID RECORD
-FIVE(5)FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR SIDE LOT LINES OR AS DEPICTED 16. LOTS 17-I8,BLOCK 1, WILL TAKE ACCESS FROM LOT 16,BLOCK 1,LOTS 12-13,BLOCK 9, WILL OF SURVEY AND THE LOCATIONS AS MEASURED BY SAWTOOTH LAND SURVEYING. THESE
8. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF TAKE ACCESS FROM LOT 11,BLOCK 9. THESE COMMON DRIVEWAYS ARE FOR THE PURPOSE OF MONUMENTS ARE BEING HELD IN THE POSITIONS AS LOCATED.
A PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HEREBY RESERVED ALONG THE FOLLOWING: THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AND IRRIGATION/DRAINAGE INGRESS/EGRESS,SHALL CONTAIN BLANKET TYPE WATER,SEWER AND UTILITY EASEMENTS AND
-TEN(10')FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED ENTITY. SHALL RUN WITH THE LAND. THESE COMMON DRIVEWAYS/LOTS SHALL BE CONSTRUCTED IN SEE SHEET 2 OF 4 FOR LINE/CURVE TABLES
-FIVE(5)FOOT WIDE SIDE LOT LINES OR AS DEPICTED ACCORDANCE WITH UDC 11-6C-3D AND BE PAVED A MINIMUM OF 20 FEET WIDE WITH SURFACE
9. THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT NO. 2021-119175. CAPABLE OF SUPPORTING 75,000 LBS. COMMON DRIVEWAYS/LOTS SHALL BE OWNED AND SEE SHEET 3 OF 4 FOR DETAILS
2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT, WHICH MAINTAINED BY SKYBREAK ESTATES ASSOCIATION,INC.
STATES"NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE 10. A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED TO THE GRANTOR AND SKYBREAK
OR
UCTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN S NOT COVERED BY AN OCCUPIED CHANGED
CONDITION
E COMMUNITY
ASSOCIATION,
UPON,RUCT RE.SAAID GRANTOR OR SKYBREAKOMMUNITY PORTION
CLOT THAT 2022 045758DIVSION IS SUBJECT TO A CITY OF MERIDIAN SEWER AND WATER EASEMENT INST. NO.
SURROUNDING NONAGRICULTURAL
2030 S. WASHINGTON AVE.
ONE(1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME ASSOCIATION,INC. MAY USE THE EASEMENT AREA AS GRANTOR OR THE HOMEOWNER ASSOCIATION EMMETT ID 83617
IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A MAY DEEM NECESSARY OR CONVENIENT TO PERFORM ANY OF THEIR RIGHTS OR OBLIGATIONS 18. THIS SUBDIVISION IS SUBJECT TO ACHD TEMPORARY STORM DRAINAGE EASEMENTS INST. NO.'S
NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL IDENTIFIED IN THE COMMUNITY DOCUMENTS,OR TO PERFORM THE DUTIES AND FUNCTIONS WHICH 2O24-XXX,AS SHOWN HEREON.
OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." THE HOMEOWNER ASSOCIATION IS OBLIGATED OR PERMITTED TO PERFORM PURSUANT TO THE (208) 398-8104
COMMUNITY DOCUMENTS. THIS EASEMENT INCLUDES, WITHOUT LIMITATION,RIGHTS TO INSTALL, 19. LOT 2,BLOCK 1 AND A PORTION OF LOT 1,BLOCK 8 CONTAIN ACHD STORM WATER DRAINAGEA,,� I-eX11L
3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED OPERATE, MAINTAIN, REPAIR AND REPLACE IRRIGATION SPRINKLERS,LINES,CONTROL BOXES AND SYSTEM. THESE LOTS ARE ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL STORM TT FAX (208) 398-8105
SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION. RELATED EQUIPMENT AND FACILITIES. WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015 AS INSTRUMENT NO.2015-103256, T&417 OOFI�
ADA COUNTY RECORDS,AND INCORPORATED HERE BY THIS REFERENCE AS IF SET FORTH IN FULL
4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN 11. THIS SUBDIVISION SHALL BE SUBJECT TO COVENANTS, CONDITIONS AND RESTRICTIONS TO BE (THE"MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM
COMPLIANCE WITH TITLE 11 OF MERIDIAN CITY CODE. RECORDED AT A LATER TIME AND MAY BE AMENDED FROM TIME TO TIME. ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS �GI/70 yu/I/eyi/7� WVVW.SAWTOOTHLS.COM
FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM.
5. LOTS 2, 16,BLOCK 1, LOTS 1, 10,BLOCK 8,LOTS 1, 11, BLOCK 9 AND LOTS 1, 12, BLOCK 10 ARE 12. A PORTION OF LOT 1, BLOCK 9 ARE SERVIENT TO SKYBREAK ESTATES ASSOCIATION,INC.AND
RESERVED AS COMMON AREA,ARE NON-BUILDABLE LOTS, AND ARE OWNED AND MAINTAINED BY CONTAIN THE PRIVATE STORM WATER DRAINAGE SYSTEM. SHEET: DATE: DRAWN BY. CHECKED BY. JOB#: DWG#:
SKYBREAK SUBDIVISION HOMEOWNERS ASSOCIATION,INC.
1 OF 4 312025 AR JB 123155 123155-FP
SKYBREAK SUBDIVISION NO. 4 BOOK , PAGE
POB S 8905222"E 636.04'
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CI _ N 8904708"W 176.17'
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I I M • I • S 89047 08 E 175.59 o l
• \ / y ` p i r __ C14 __ C13 41.67' 60.00' 60.00'
J •24.79' L18 20.50' r------114.80'------- CURVE TABLE S 3�,�� / b / p / I r-------� r-------� r-------
o 1
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r-----� I u W I I CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH \ / h
o I of
I o re) 12 \ °o IQ, o o l 15 I o j Cl 136.69' 300.50' 26003'48" S 76045'14"E 135.52' 1 'n I Lri I ri I ri I
I10 d - ° o �\ ` / •5 W 1 I I I III uS W � Q1 I� C2 250.87' 551.50' 26 03'48" N 76 45'14"W 248.71' � /
Lu t o o Ln N I I BLOCK 9 I I I I
I w �� a o I I I C3 295.00' 648.50' 26°03'48" N 76°45'14"W 292.46' �f o y / °ti' 1 6 `" 1 7 `" 1 8 "' 1 9 W 1
-i U.' `\j~' L--S 89°4708"E 114.80'--J C4 110.74' 70.50' 90,00,00" S 45012'52"W 99.70' \ / "� I ;� I
= I N 11 I a 1�Y, G'L� 2 C6 _ l o� I `^ 1 1 1 �n 1
1�n ' f\ o - C5 34.46' 70.50' 28°00'33" S 14°13'08"W 34.12' \ ` / N N N N
U 1n w U or--------------- J� �� / do 1 I - I I
Q I o 13'I z u'1 I C6 26.82' 70.50' 21°47'45" S 39°07'18"W 26.66' "YljT _,_ Z j °oo I ° I ° I ° I
o W ^i1 o I o I oll
10 0o b • "� 1- o C7 49.46' 70.50' 40011'42" S70°07'01"W 48.45' y t'A ��CSg
1P� I I I I I I I
II z ? `y t/] 14 to C8 78.54' 50.00' 90000,00" S 45012'52"W 70.71' �`9T�J `� CS8 ---J L-------J �--------I L -------J
L__ Cll, I D h/ to I C9 30.26' 29.50' 58046'04" S 60049'50"W 28.95' -- C57 41.67'- 60.00' 60.00'
'� � / �' I I N C10 20.37' 29.50' 39033'18" S 51013'27"W 19.96' o
37.29'in G9 L� lIs t__S 89°47'OS"E 114.80'--J Cil 9.89' 29.50' 19°12'45" S 80036'29"W 9.85' N 89°47'OS" W 246.67' -
D --------- ° C12 203.11' 446.50' 26°03'48" N 76045'14"W 201.36' - BLOCK 3 1
L I I LN C13 18.34' 446.50' 2021'10" N 8803633"W 18.33' - - - - - - - -
cs
of to I ' C14 58.35' 446.50' 7029'17" N 8304120"W 58.31' CURVE TABLE
�I 13 to O C15 58.95' 446.50' 703353" N 76009'45"W 58.91' CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH
14.50' .C� 1 0 `o°I I`o° O C16 58.72' 446.50' 7032'08" N 6803644"W 58.68' C51 111.93' 795.50' 8003'42" N 80048'00"W 111.84'
! Ln C6 1 I C17 8.74' 446.50' 1007'20" N 64°17'00"W 8.74' C52 30.00' 55.00' 31°15'10" N 26026'00"W 29.63' LINE TABLE
L--S 89°47'08"E 114.80'--J I C18 193.78' 426.00' 26003'48" N 76045'14"W 192.12' C53 39.58' 300.50' 703247" N 86°00'44"W 39.55' LINE BEARING DISTANCE
I W I - C19 184.46' 405.50' 26°03'48" N 76°45'14"W 182.87' C54 43.31' 300.50' 801528" N 78006'37"W 43.27' LI S 26016'40"W 44.41'
I� W - C20 53.41' 405.50' 703247" N 86000'44"W 53.37' C55 43.31' 300.50' 8015'28" N 69051'09"W 43.27' L2 N 26016'40"E 7.00'
� 11� I 12 10
I 10 `N 1 C21 58.44' 405.50' 8°15'28" N 78006'37"W 58.39' C56 10.50' 300.46' 2000'06" N 64°43'22"W 10.50' L3 N 00012'52"E 7.00'
I N o 0 0l I n I C22 58.44' 405.50' 8°15'28" N 69°51'09"W 58.39' C57 18.33' 551.50' 1054'17" N 88050'00"W 18.33' L4 N 8904708"W 84.38'
BLOCK 9 I�I C23 14.16' 405.50' 2000'05" N 6404323"W 14.16' C58 76.39' 551.50' 7056'10" N 8305446"W 76.33' L5 S 6305753"W 33.91'
I o nl
1I o z I -- C24 343.21' 754.50' 26003'48" N 76045'14"W 340.26' C59 72.81' 551.51' 703352" N 76009'45"W 72.76' L6 N 59031'45"W 34.73'
C25 51.36' 754.50' 3054'00" N 6505538"W 51.35' C60 74.59' 551.51' 704457" N 6803020"W 74.53' L7 N 4404708"W 14.14'
60.00' 25.00' L4 C26 51.40' 754.50' 3054'11" N 6904943"W 51.39' C61 8.74' 551.73' 005429" N 64010'35"W 8.74' L8 N 52005'38"E 13.01'
C27 51.43' 754.50' 305421" N 7304359"W 51.42' C62 3.36' 754.50' 0015'18" N 63050'59"W 3.36' L9 N 36018'16"E 7 99'
C28 51.47' 754.50' 305431" N 7703825"W 51.46' C63 10.01' 648.00' 0053'05" N 64009'52"W 10.01' L10 S 8002624"W 22.20'
C29 51.51' 754.50' 305442" N 81°33'02"W 51.50' C64 44.19' 648.47' 3054'16" N 6603331"W 44.18' Lll N 27°53'05"W 22.20'
C30 51.55' 754.50' 305452" N 8502749"W 51.54' C65 44.19' 648.47' 3054'16" N 7002746"W 44.18' L12 S 27053'05"E 22.20'
LEGEND C31 31.14' 754.50' 2021'53" N 88036'11"W 31.14' C66 44.19' 648.47' 3054'16" N 74022'02"W 44.18' L13 N 8002624"E 22.20'
C32 352.54' 775.00' 26003'48" N 76045'14"W 349.51' C67 44.19' 648.47' 3054'16" N 78016'17"W 44.18' L14 S 18043'20"E 14.14'
SUBDIVISION BOUNDARY LINE C33 361.86' 795.50' 26°03'48" N 76045'14"W 358.75' C68 44.19' 648.47' 3054'16" N 82010'33"W 44.18' L15 N 61°4635"W 9.35'
C34 21.01' 795.50' 1°30'49" N 6402845"W 21.01' C69 44.19' 648.47' 1 3054'16" 1 N 86004'48"W 44.18' L16 S 31°2648"W 17.89'
LOT LINES C35 45.07' 795.50' 3014'47" N 66051'32"W 45.07' C70 19.85' 648.36' 1045'14" N 8805431"W 19.85' L17 N 71016'40"E 14.14'
CENTERLINE C36 52.92' 795.50' 304842" N 70023'17"W 52.91' C71 42.81' 28.18' 87001'06" N 43039'16"W 38.81' LI8 S 8904708"E 15.50'
C37 62.14' 795.50' 4°28'31" N 74031'53"W 62.12' C72 224.42' 48.00' 267053'09" N 46025'11"E 69.12' L19 N 00012'53"E 38.00'
--------------- PUBLIC UTILITY,IRRIGATION AND DRAINAGE EASEMENT C38 180.72' 795.50' 13000'59" N 83016'38"W 180.33' L20 S 8904707"E 46.00'
___]
EXISTING DEED OR LOT LINE C39 17.92' 13.00' 78°5843" N 5001746"W 16.53' L21 S 00012'53"W 31.00'
C40 47.48' 55.00' 4902750" N 3503220"W 46.02'
FOUND 5/8"REBAR/CAP PLS 11574 OR AS NOTED C41 10.07' 13.00' 44022'05" N 38005'12"W 9.82'
O FOUND 1/2"REBAR/CAP PLS 11574 C42 10.00' 13.00' 4400427" S 3803946"W 9.76'
C43 180.38, 55.00' 18705448" S 33°15'25"E 109.74'
SET 5/8"REBAR/CAP PLS 11574 C44 52.78' 55.00' 54059'07" S 3301226"W 50.78' 2030 S. WASHINGTON AVE.
• SET 1/2"REBAR/CAP PLS 11574 C45 39.06' 55.00' 4004122" S 1403748"E 38.24' EMMETT ID 83617
j LOT NUMBER C46 31.63' 55.00' 32°57'00" S 51°2659"E 31.20' �Q'
C47 46.73' 55.00' 48040'44" N 87044'09"E 45.34' y�rt.'N$ `r�/� f
STORM DRAIN EASEMENT-SEE NOTE 12 C48 10.18' 55.00' 1003635" N 5800529"E 10.17' // (208) 398-8104
C50 8.79 13..51 37025'41" N 71°30'02"E 8.34' w 11574 FAX (208) 398-8105
L\, ACHD SIDEWALK EASEMENT SEE NOTE 14 C50 68.79' 795.51' 4°57'17" N 87°18'29"W 68.77' �j l yTOO T
1 (�, 3/3/25 f /f�I'IV 1 /
ACHD TEMPORARY STORM DRAIN-SEE NOTE 18 '
WWW.SAWTOOTHLS.COM
POB POINT OF BEGINNING
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1 OF 4 312025 AR IB 123155 123155-FP
SKYBREAK SUBDIVISION NO. 4 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 PROPERTY AS DESCRIBED BELOW AND SS
COUNTY OF ADA
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 ON THIS_DAY OF , 2024, BEFORE ME, THE UNDERSIGNED,A NOTARY PUBLIC IN AND FOR SAID
MERIDIAN, IDAHO MUNICIPAL WATER SYSTEM, INCORPORATED AND THAT THE CITY OF MERIDIAN, IDAHO, HAS AGREED IN STATE, PERSONALLY APPEARED JIM CONGER, KNOWN OR IDENTIFIED TO ME TO BEAN AUTHORIZED AGENT OF G20,
WRITING TO SERVE ALL OF THE LOTS IN THIS SUBDIVISION. (I.C. 50-1334) LLC. AN IDAHO LIMITED LIABILITY COMPANY, THAT EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED
THE EASEMENTS AND PRIVATE ROADS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT TO USE LIABILITY COMPANY,AND ACKNOWLEDGED TO ME THAT SUCH LIMITED LIABILITY COMPANY EXECUTED THE SAME.
SAID EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES AND FOR ANY OTHER USES AS DESIGNATED HEREON,AND NO IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST
PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAID EASEMENTS. ABOVE WRITTEN.
THE PUBLIC STREETS,AS SHOWN ON THIS PLAT,ARE HEREBY DEDICATED TO THE PUBLIC.
BASIS OF BEARINGS IS S. 0012'52"W. BETWEEN A FOUND ALUMINUM CAP MARKING THE NORTHWEST CORNER AND A FOUND
ALUMINUM CAP MARKING THE W114 CORNER OF SECTION 4, T. 2 N., R. 1 E., B.M., CITY OF MERIDIAN,ADA COUNTY, IDAHO. NOTARY PUBLIC FOR IDAHO
A PARCEL OF LAND LOCATED IN THE S112 OF THE NW114 OF SECTION 4, TOWNSHIP 2 NORTH, RANGE 1 EAST, BOISE MERIDIAN, RESIDING AT
CITY OF MERIDIAN,ADA COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT AN ALUMINUM CAP MARKING THE NW CORNER OF SAID SECTION 4; MY COMMISSION EXPIRES
THENCE S. 0012'52"W., COINCIDENT WITH THE WEST LINE OF SAID NW114,A DISTANCE OF 1352.07 FEET TO AN ALUMINUM CAP
MARKING THE N1116 CORNER OF SAID SECTION 4;
THENCE S. 8905222"E., COINCIDENT WITH THE NORTH LINE OF SAID S112 OF THE NW114,A DISTANCE OF 73.00 FEET TO THE
BOUNDARY OF SKYBREAK SUBDIVISION NO. 1,AS SHOWN IN BOOK 125 OF PLATS,AT PAGES 20019-25,ADA COUNTY RECORDS,
MARKED BY A 5/8"REBAR/CAP PLS 11574 AND THE POINT OF BEGINNING;
THENCE CONTINUING, S. 8905222"E., COINCIDENT WITH SAID NORTH LINE, 636.04 FEET;
THENCE S. 26016'40"W., 44.41 FEET; CERTIFICATE OF SURVEYOR:
THENCE S. 6304320"E. 315.25 FEET' 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
THENCE N. 26016'40"E., 7.00 FEET; 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
THENCE S. 6304320"E., 126.09 FEET TO THE BEGINNING OF A CURVE TO THE LEFT WITH A RADIUS OF 300.50 FEET; CORNER PERPETUATION AND FILING ACT, IDAHO CODE 55-1601 THROUGH 55-1612.
THENCE 136.69 FEET ALONG THE ARC OF SAID CURVE, WITH A CENTRAL ANGLE OF 26003'48", SUBTENDED BY A CHORD BEARING
S. 76045'14"E., 135.52 FEET;
THENCE S. 89047 08"E., 185.88 FEET;
THENCE S. 0012'52"W., PARALLEL WITH SAID WEST LINE, 7.00 FEET; y10EN$ `�lr�
THENCE S. 89047 08"E., 175.59 FEET TO THE BOUNDARY OF SAID SKYBREAK SUBDIVISION NO. 1, MARKED BY A 5/8"REBAR/CAP 11574
PLS 11574; JEFF BEAGLEY a 10/14/24 to P.L.S.11574
r� �
THENCE COINCIDENT WITH SAID BOUNDARY THE FOLLOWING COURSES AND DISTANCES: OF
THENCE S. 0012'52"W., PARALLEL WITH SAID WEST LINE, 243.00 FEET;
F BE AGy��
THENCE N. 89047 08"W., 84.38 FEET;
THENCE S. 6305753"W., 33.91 FEET; \ ` g�2p
\ 025
THENCE N. 89°47'08"W., 246.67 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT WITH A RADIUS OF 551.50 FEET; \ \ i
'5 OO'-% /5.03 DETAIL A
THENCE 250.87 FEET ALONG THE ARC OF SAID CURVE, WITH A CENTRAL ANGLE OF 26003'48", SUBTENDED BY A CHORD BEARING i \ NTS
N. 76045'14"W., 248.71 FEET; N--1 9 i \
THENCE N. 63°43'20"W. 413.21 FEET TO THE BEGINNING OF A CURVE TO THE LEFT WITH A RADIUS OF 648.50 FEET; DETAIL e \ 10
THENCE 295.00 FEET ALONG THE ARC OF SAID CURVE, WITH A CENTRAL ANGLE OF 26003'48", SUBTENDED BY A CHORD BEARING NTS
\n
N. 76045'14"W., 292.46 FEET; S 8904708"E 185.88' �\ \ SO'
C53 3.88 45.00' 1
THENCE N. 89°47 08"W. 119.66 FEET• \
7 8/
THENCE N. 59031'45"W., 34.73 FEET;
THENCE N. 89047 08"W. 90.00 FEET• DETAIL C00, •
NTS \�,\ >' • 2 .\g�2O
1 � F
THENCE N. 44047'08"W., 14.14 FEET;
6 \
THENCE N. 0012'52"E., PARALLEL WITH SAID WEST LINE, 177.03 FEET TO THE POINT OF BEGINNING.
C20 3.88' 45.00'
THE ABOVE DESCRIBED PARCEL CONTAINS 8.517 ACRES MORE OR LESS. v)
E. GOODSON DRIVE (PUBLIC)
� DETAIL D
G'pQ0. NTS
r C2S O�
G20, LLC 1 Ih
g206, 20�LI
JIM CONGER, AUTHORIZED AGENT \ 7 c62 2030 S. WASHINGTON AVE.s63o .A
6 F CJ
EMMETT- ID 83617
(208) 398-8104
OOEI� FAX (208) 398-8105
�cn�5ur�eyinq, ��C WWW.SAWTOOTHLS.COM
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SKYBREAK SUBDIVISION NO. 4 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 , 2025 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 2025.
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 I 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 , 2025, A.D., AND WAS DULY RECORDED IN BOOK OF
PLATS AT PAGES THROUGH , INSTRUMENT NUMBER
CITY ENGINEER DATE
DEPUTY EX-OFFICIO RECORDER
2030 S. WASHINGTON AVE.
a 11574 I0/14/24 EMMETT, ID 83617
OF �� Ivz4L (208) 398-8104
OFF BEAG�' _��Zwrooz�� FAX (208) 398-8105
�nC Cur�eyir�y CC C WWW.SA WTOOTHLS.COM
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