HomeMy WebLinkAboutCC - Final Plat Modification 12-2-2022 _ SKYBREAK SUBDIVISION NO. 1 ___ ___ BOOK , PAGE
E. LAKE HAZEL ROAD T.3 N. 33
32 33 T. 3 N. E. LAKE HAZEL ROAD T. 2 N. 4 i
SCALE N1/4 CORNER
NORTHWEST CORNER
5 14 150 0 75 150 300 LOCATED IN THE S112 OF THE NW114 OF SECTION 4, T. 2 N., R. 1 E., B.M.1 SECTION 4
SECTION 4 JVP 874
PLS 4431 CITY OF MERIDIAN, ADA COUNTY, IDAHO CPF#2017 07521i
CPF#2019-091022
(FEET)
I INCH= 150 FT. 2022
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• __S 89 5222"E 1248.03' _
POINT OF BEGINNING NW1/16 CORNER • CN1/16 CORNER
N1/16 CORNER T N LEGEND PLS 645 1 ll 12 13 14 15 16 17 �� PLS 4347
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PLS 13550 SUBDIVISION BOUNDARY LINE I %V-1i
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LOT LINES 1018
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1 i• �c� L3 —-—-—-—-—-— CENTERLINE N 9 \ 20 S 50°19'1 8"E N
I BLOCK 3
• • L5 _ ————————— FARR LATERAL EASEMENT 92 • `r
• �- —�ICI UNPLATTED `* 8 � i 1 �
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\ \� \\� • I 52 BLOCK 3 78 0
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I BLOCK 3 I 61 69 I i 31
BOISE PROJECT I NTS co _ I I 74 75 76 77 I o
i c I o 51
EASEMENT I • \ oo I 62 68 73 I 1 �
50 1
———————— / \ I 63 67 I S. OPEN VIEW
\ 31' 25' ——— _\ • l \ L11 LANE (PRIVATE) 32
\ \
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————————— L12 49 I 64 66 82 81 80 79
_ Y
BOISE PROJECT — y y\ •• \ 47 48 65 1 33 34
EASEMENT \\ I ------------ - --------------L- ----- -- ---E. VADONIA LANE (PRIVATE)---------"
PER ROS#12358 \
35
\\ \\ N146 45 44 43 42 41 40 39 38 37
25.00' \ \\ o BLOCK 3 36 I y10ENS�
1/4 CORNER 5 �4 f PLS 4998 1198.00'
ILLEGIBLE �� o-- ___ ___ ___ ___ �__Lam___ • _ _ _ _ __ __ _- -- --- --- -- ---
CPF#111066377 — Wl/16 CORNER —7N 89°48'12"W 140g 71' T P64 11574 �
E. VANTAGE POINTS LANE N 89048'12"W 2632.71' PLS 752 C1/4 CORNER 11/30/z2-
I
3/4"REBAR,RLS 645 I 9
VANTAGE POINTE SUBDIVISION VANTAGE POINTE SUBDIVISION CPF#9116244 OF l�
BK 80, PG 8575 I BK 80, PG 8575 I OFF BEAG�'��
PLAT NOTES '
7. IRRIGATION WATER HAS BEEN PROVIDED FROM THE NEW YORK IRRIGATION DISTRICT,IN COMPLIANCE WITH 17. THIS SUBDIVISION IS SUBJECT TO SEWER AND WATER EASEMENT INST. NO.IS 2022-0164 AND 2022-045689
IDAHO CODE 31-3805(1)(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS FOR THE CITY OF MERIDIAN.
AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NEW PORK IRRIGATION DISTRICT. REFERENCES
1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE IS HEREBY 18. LOTS 16-22, BLOCK 3,ARE SUBJECT TO A FIFTEEN(15)FOOT WIDE PRESSURIZED IRRIGATION EASEMENT
RESERVED ALONG THE FOLLOWING: 8. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT AND LOTS 25-31, BLOCK 3, ARE SUBJECT TO A TWENTY SEVEN(27)FOOT WIDE PRESSURIZED IRRIGATION
-TWELVE(12')FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY OR AS DEPICTED OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AND IRRIGATION/DRAINAGE ENTITY. EASEMENT FOR THE SKYBREAK MASTER ASSOCIATION,INC. R1) RECORD OF SURVEY NO. 12358, INST.NO.2020-064652
-TEN(10)FOOT WIDE ADJACENT TO PUBLIC RIGHT OF WAYS, PRIVATE STREETS AND REAR LOT LINES OR AS R2) RECORD OF SURVEY NO.8839, INST. NO. 110086926
DEPICTED 9. THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT NO. 2021-119175. 19. NO OWNER OTHER THAN THE GRANTOR(OR HOMEOWNERS ASSOCIATION)SHALL CONSTRUCT ANY R3) RECORD OF SURVEY NO. 1935, INST. NO.9148338
-FIVE(5)FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR SIDE LOT LINES OR AS DEPICTED IMPROVEMENTS,INCLUDING,BUT WITHOUT LIMITATION, FENCES, LANDSCAPING AND BUILDINGS, WITHIN THE R4) RECORD OF SURVEY NO. 1838, INST. NO.9118798
10. LOT 1,BLOCK 3,IS A PRIVATE ROAD TO BE OWNED AND MAINTAINED BY THE SKYBREAK ESTATES LOT SLOPE AREA. THE INSTALLATION OR CAUSING ANY TRAILS TO EXIST WITHIN SAID SLOPE AREA IS R5) KEEP SUBDIVISION, BOOK 119,PAGE 18374
A PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HEREBY RESERVED ALONG THE FOLLOWING: ASSOCIATION,INC. THE PERPETUAL RIGHT OF INGRESS/EGRESS OVER THE DESCRIBED PRIVATE ROAD IS PROHIBITED. THE HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR MAINTAINING THE SLOPE AREA(WHICH R6) DERRY SUBDIVISION,BOOK 108,PAGE 15160
-TWELVE(12')FOOT WIDE ALONG SUBDIVISION BOUNDARY OR AS DEPICTED HEREBY RESERVED IN FAVOR OF EACH LOT OWNER. THE PERPETUAL EASEMENT SHALL RUN WITH THE LAND MAINTENANCE IS LIMITED TO THE MINIMUM AMOUNT NECESSARY TO PRESERVE THE NATIVE VEGETATION IN R7) VANTAGE POINTE SUBDIVISION, BOOK 80, PAGE 8575
-TEN(10)FOOT WIDE ALONG REAR LOT LINES OR AS DEPICTED AND THE RESTRICTIVE COVENANT FOR MAINTENANCE OF THE PRIVATE ROADS CANNOT BE MODIFIED WITHOUT SAID SLOPE AREA). R8) WARRANTY DEED INST.NO.2020-052413
-FIVE(5)FOOT WIDE SIDE LOT LINES OR AS DEPICTED THE EXPRESS CONSENT OF THE CITY OF MERIDIAN. R9) WARRANTY DEED INST.NO.2020-088736
20. PRIVATE ROAD EASEMENT AGREEMENT INST. NO.2020-035436 WILL BE TERMINATED BY A RELEASE OF
2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT, WHICH STATES"NO 11. THIS SUBDIVISION SHALL BE SUBJECT TO COVENANTS,CONDITIONS AND RESTRICTIONS TO BE RECORDED AT EASEMENT INSTRUMENT TO BE RECORDED WITH THIS PLAT. SEE SHEET 4 OF 7 FOR LINE& CURVE TABLES
AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A A LATER TIME AND MAY BE AMENDED FROM TIME TO TIME.
NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED CONDITION IN OR ABOUT THE SURROUNDING 21. LOTS 11-13,BLOCK 3, WILL TAKE ACCESS FROM LOT 10,BLOCK 3. THIS COMMON DRIVEWAY IS FOR THE SEE SHEET 2 OF 7 FOR SURVEYOR NARRATIVE
NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR, WHEN THE 12. A PORTION OF LOT 1,BLOCK 2,IS SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE PURPOSE OF INGRESS/EGRESS,SHALL CONTAIN BLANKET TYPE WATER,SEWER AND UTILITY EASEMENTS AND
OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. SYSTEM. THIS LOT IS ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE SHALL RUN WITH THE LAND. THIS COMMON DRIVEWAY/LOT SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER E INCORPORATEDEASEMENT OHERE ED OBY THIS REFERENCE AS IFVEMBER 10,2015 AS INSTRUMENT NO.SET FORTH IN FUL2015-103256,L(THE"MASTERA COUNTY EASEMENT").
THEMAS AND
R LBS. COMMON DRIVEWAY/LOT SHALL BE OWNED AND MAINTAINED B UDC 11-6C-3D AND BE PAVED A MINIMUM OF 20 FEET WIDE WITH Y SKYBREAK ESTATES HOMEOWNERS FACE CAPABLE OF SUPPORTING 00 2030 S. WASHINGTON AVE.
NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF.'
EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION ASSOCIATION,INC.
3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM EMMETT, ID 83617
STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION. WATER DRAINAGE SYSTEM.
4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH 13. THE BOTTOM OF STRUCTURAL FOOTING SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE HIGHEST (208) 398-8104
TITLE 11 OF MERIDIAN CITY CODE. ESTABLISHED NORMAL GROUND WATER ELEVATION. / I V V ODOO FAX (208) 398-8105
EASEMENT5. LOT 1,BLOCK 1,LOT 1, BLOCK 2,ARE RESERVED AS COMMON AREA,ARE NON-BUILDABLE LOTS, AND ARE 14. THIS DEVELOPMENT IS SUBJECT TO AN ACHD PERMANENT EASEMENT INST. NO. 2022-043510.
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OWNED AND MAINTAINED BY SKYBREAK MASTER ASSOCIATION,INC. LOTS 1,2, 10, 18, 19,24,33,34,46-48,56,
57,65, 73, 78,83,86, 92 AND 101,BLOCK 3 ARE RESERVED AS COMMON AREA,ARE NON-BUILDABLE LOTS, AND 15. THIS SUBDIVISION IS SUBJECT TO WATER EASEMENT INST. NO.'S 2022-045685,2022-045686 AND yG/�y�U/l/eyil7�y WWW.SAWTOOTHLS.COM
ARE OWNED AND MAINTAINED BY SKYBREAK ESTATES ASSOCIATION,INC.. 2022-045688, FOR THE BENEFIT OF THE CITY OF MERIDIAN.
6. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO. 2022-081189. 16. LOT 36, BLOCK 3,SHALL HAVE A SIDE YARD BUILDING SETBACK OF FIFTEEN(15')FEET ON THE SOUTH SHEET: DATE: DRAWN BY: CHECKED BY. JOB#: DWG#:
PROPERTY LINE AND LOTS 37-45, BLOCK 3,SHALL HAVE A REAR BUILDING SETBACK OF THIRTY(30)FEET ON 1 OF 7 1112022 AR JB 19446 19446-FP
THE SOUTH PROPERTY LINE.
SKYBREAK SUBDIVISION NO. 1 BOOK , PAGE
POINT OF BEGINNING
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` CENTERLINE
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N 89°4TOS"W 119.00' 0 -�1_- _1_�_1_�^� _ _ _ C12 `
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1 INCH=60 FT. 2 OF 7 1112022 AR JB 19446 19446-FP
SKYBREAK SUBDIVISION NO. 1 BOOK , PAGE
N 89°56'41"E 618.82'
•
• 50.00' 50.00' 50.00' 0�4.00��75000',,( 50 00'�� �125.99' N 188.83' LEGEND
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1 0 1 Z Z I I oo I c0 1 0 ,� Otis �i - - - - - - - - - EASEMENTS
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0 10 S 89°47'08"E 150.00' rh,, C 27.65' 50.00' 21.35' C56 y0 ,/ 0.� h1 ,/ \ s CALCULATED POINT
r-_--S 89°47'08"E 120.62'-- !� l o LOT NUMBER
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60 0 30 60 120 0 l g /h G� ^' Cam, C``�s \ /' 20
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SHEET 4 I 182.00' °'
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SHEET 4
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SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: SEE SHEET 4 OF 7 FOR LINE& CURVE TABLES
3 OF 7 1112022 AR JB 19446 19446-FP
W N SHEET 3 BOOK , PAGE
" '- - --- - -- ' SKYBREAK SUBDIVISION NO.CURVE TABLE " 143.50'
° O) N 89°47'08"W 96.00'
CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH o • • I
CI 295.00' 648.50' 26003'48" S 76045'14"E 292.46' 0 50.00'
C2 250.87' 551.50' 26003'48" S 76045'14"E 248.71' Z L13 r5(fYPT - r------ 9 /
E. CEDARHURST LANE /
C3 47.91' 30.50' 90000'00" N 45012'52"E 43.13' I I� 5(NP)I -� PRIVATE
C4 78.54' 50.00' 90000'00" S 45012'52"W 70.71' I o I o 4'S I ( ) SCALE
C5 164.32' 540.00' 17026'04" N 81004'06"W 163.68' o o 1 Y o 6 I M 60 0 30 60 120 h�\
C6 250.87' 551.50' 26°03'48" N 76045'14"W 248.71'
C7 16.83' 29.00' 33'14'31" N 73°09'52"W 16.59' 54 w I U 55 w b w \ 0
31
C8 15.08' 26.00' 33014'31" N 73009'52"W 14.87' o - I O _ o -� I w rn I
C9 282.03' 620.00' 26003'48" N 76045'14"W 279.61' i i m E, I c=n FEET �l \� I
CIO 16.83' 29.00' 33014'31" N 7303537"E 16.59' " `" ( ) c
0 o I.t_ o I o 'J 1 INCH=60 FT.
CI I 15.08' 26.00' 33 14'31" N 73 3537"E 14.87' I 5' o0 1 00 �, I �t� N
C12 263.84' 580.00' 26003'48" N 76°45'14"W 261.57' I z I z o C3 titi
C13 19.69' 29.00' 38°54'l1" S 44016'15"E 19.31' L-----_ L---- o fl, h * 34
50.00' 50.00' 'I o0 i
C14 18.84' 27.00' 39058'19" N 44048'I8"W 18.46'
C15 211.57' 485.00' 24059'40" N 77°17'18"W 209.90' r-S 89°47'08"E 110.00'-rn W SHEET 3 i/ \�z U)
C16 19.81' 29.00' 39008'49" S 83°17'45"E 19.43' I 1 Z SHEET 3 i�,� BLOCK 3 \
C17 18.01' 27.00' 38°13'27" S 83045'25"E 17.68' 01 Io 19.5' r-S 89°47'OS"E 105.00'-� r-S 89°47'OS"E 105.00'-� ,�
C18 225.97' 515.00' 25008'26" S 77012'55"E 224.17' of 53 io -I I ; i i i • - - - - - - - -E. ENGLEHART LANE IPRIVATE \\Wp
C19 17.71' 27.00' 37035'05" S 71025'20"W 17.40' "�I 1"' '� oI 60 I o oI 70 Io L" S 89°4T08"E 374.00' L. <� \o\
O I ° I W o f t o o f t o 1 340.50' \ \ - rn
C20 17.06' 26.00' 37°35'05" S 71025'20"W 16.75' o L _S 89 47'OS"E 110.00'- pq I 10 cs I I o ��
C21 17.71' 27.00' 37035'05" N 7005936"W 17.40' r i 1 I"' I 1 �„ 84.00' 84.00' 84.00' 78.00' C43
C22 17.06' 26.00' 37035'05" S 7005936"E 16.75' 1p r--------------- U L_ o J L- ° r------------� r-------------1 r-------------I r------------
0 o M I I S 89 47'08"E 105.00'- S 89 47'08"E 105.00'-J 1 �5 0 1
C23 179.86' 114.50' 90 00'00" S 44 47'08"E 161.93' a w
C24 48.06' 114.50' 24003'01" S63°16'08"E 47.71' W I of to f------- -----3 f--------------3 1 I I I I I I I \
19.5' �4.5 I BLOCK 3
C25 30.09' 114.50' 15003'01" S 4304253"E 30.01' iVI 52 Ido U I 10(TYP) 10'(TYP) I 1 0 l 0 1 o I �r • I I �\
C26 50.60' 114.50' 25019'22" S 23031'28"E 50.19' `^I I� N o I 61 I o f I o I I I y
I o of 69 to I 31 4`
N I I r- o o o I - I I I I
C27 22.14' 114.50' 11004'40" S 05019'28"E 22.10' o L_S 89°47'08"E 110.00'--1 Nv 1� M "'I I `�^I I`�^ M 1 H o w I w I w I w 4.5 4.5 I I j 21.10'
C28 157.08' 100.00, 90 00'00" S 44 47'08"E 141.42' _ i _
0 0 0 I I I I _ di N I N I ^� I ^� I I 1
C29 55.76' 35.50' 90 00'00" N 44 4708"W 50.20' r--------------- ui o o .� N �n v, �n �n W rn
C30 78.54' 50.00' 90000,00" N 44°47 08"W 70.71' Z I I M L-S 89°47'08"E 105.00'o -S 89 47'OS' E 105.00'- (3S 104 74 " I 75 -Ny 76 77 I
C31 101.32' 64.50' 90°00'00" N 44°47'OS"W 91.22' of Io vN, r-------------' r--------------, N a I o l o l 0 1 o
° ° OI I O I N I N I I I \� I O I O I O C. ti O 1
C32 14.62' 64.50' 12 5929" S 83 17'23"E 14.59' of 51 to .-, o I � - I
I I- - I I- w o o l Z I Z I Z I z o 0 0
C33 49.74' 64.50' 44011'08" N 54042'05"W 48.52' "'I I� o 01 62 w 10 0 0 o o a, o O I N co
o o 01 68 10 N Ga N 1 1 1 1 1 1 1 a a
0 o I I O p of Io u1 O O L------------J L------------� L------------� L------------J c0 01 Oi 1 I N
C34 36.95' 64.50' 32 4923" N 16 11'S0"W 36.45' L-S 89°47'OS"E 110.00'- cn "'I I I a. „�
C35 55.76' 35.50' 90000'00" N 45012'52"E 50.20' I I �I I� o N N S 89°47'08"E 336.00' N 1W I l�n 1 0 o I
C36 78.54' 50.00' 90°00'00" N 45012'52"E 70.71' r---------------1 1 L-S 89°47'08"E 105.00'o' L-S 89°47'08"E 105.00'-J oo I �73 "' 84.00' 84.00' 84.00' 84.00' �78 w 1 I co
C37 101.32' 64.50' 90000'00" S 45012'52"W 91.22' I I o N N r------------, r------------, r------------, r------------- N N N I 1��
C38 18.76' 64.50' 16040'04" S 0803254"W 18.70' of 10 r=- 10 TYP -zl r^------------, z n N I I I I I I I I �^ U-N 89°47'08"W 159.09'-- ,
I of to ( I a 10'TYP �l N
50 _ I ( ) I I I 5'(TYP) �1 I I I N N n
C39 22.49' 64.50' 1905849" S 26052'21"W 22.38' �rl I� 01 63 I- of Io W o o I I I I I 11 I o o ° ,moo r ---------------- 21.10 0
C40 23.27' 64.50' 20°40'21" S 47011'56"W 23.15' "'I 1"' o f t o o f 67 t o o o I 1 5'(TYP) 1 0 00 0 l O I I w
C41 30.28' 64.50' 2605344" N 70°58'58"E 30.00' I I I u`ril 1 of Igo I Z I o I o l 0 1 z W� 1 I o
0 o L-S 89°47'08"E 110.00'-J I I L'n1 I I c I co I co I ri '.�•-+ -
C42 6.51' 64.50' S 47'02" N 87 19'21"E 6.51' I ° I I ° I I I I o I a l p
C43 6.03' 35.50' 9043'50" S 84055'13"E 6.02' r--------------rn S 89 47'08"E 105 00' L S 89 47'08"E 105.00' � I I I I I �n
-----------'---� I U-) 19
C44 49.73' 35.50' 80°16'10" N 39°55'13"W 45.77' l�10'(TYP) I b w l t l w l t W N I I 32 ,,t o 0
C45 49.73' 35.50' 80016'10" N 40020'57"E 45.77' 01 Io _-----, f ----____----�1 o N I I N I N I�
of l0 1 r ____ 1 1 cc � I R I � 1 I
C46 6.03' 35.50' 9043'50" S 85020'57"W 6.02' 01 49 l0 4.5' 19.5' - 1 1 I 1- 1 82 N 1 81 N 1 80 N I 79 N I I
C47 272.93' 600.00' 26003'48" N 76045'14"W 270.59' Ln1 I'n d I 64 I o of 66 a INv o I o I o I o 14.5145 I 27'-SEE NOTE 18
C48 227.44' 500.00' 26'03'48" N 76°45'14"W 225.49' �_S 89°47'08"E 110.01Y- �I I d �I I�i o l o l o l oo • I I z I
I
C49 100.18' 620.00' 9015'28" S 86009'24"E 100.07' • _.. I I z z z z
I �n l 19.5' 14.5 � 1 � I � I � I co I ° I °
C50 97.29' 551.50' 10006'28" S 8404354"E 97.17' I L26-----103.42'-----� L_____103.42'----- 51 I - I I I I I I c, L --- N 89 4708"W 172.09'-J o
C5i 101.70' SBo.00' l0°02'48" N 84°45'44"w 101.57' MATCHLINE- SEE LOWER RIGHT OF ass Ln �__-_____- I I __-� L- ---J L- __--J �°�'
___J L_______-- --____-- / 82.17' 58.54' 31.38' No
C52 101.32' 64.50' 90000'00" S 45012'52"W 91.22' THIS SHEET I �c�d, ��'� 65 N 89°47'08"W 206.84' 1 5� O C46 3 ^� 33 d-
84.00' 84.00' 84.00' 78.00' S °� 34
C53 47.71' 64.50' 42023'04" S 21024'24"W 46.63' 182.00' �? o 1 340.50' "' G G��O1 92.21 -' 64.64' 7.57'w g
C54 34.49' 64.50' 30 38'22" N 57 55'06"E 34.08' _ _ _ _ _ S 89 47'08"E 1_095.90' _E. VAD_ONIA LANE (PRIVATE) _ _ (,3 �f---- N 89°47'08"W 184.42'---1 uj
�.
C55 19.11' 64.50' 16°5834" S 81°4335"W 19.04' • 249.00' un • - - -n�- (�� / \ `•'''
0 0 �r 1 374.00' / o
C56 28.96' 114,50' 14 29'29" S 82 32'23"E 28.88' 1095.90,
C57 126.45' 80.50' 90000'00" N 4404708"W 113.84' C41 'c,,� 10'(TYP) �z
C58 5.54' 29.00' 10°57'02" S 6202652"W 5.53' 120.00' 120.00' 120.00' 120.00' 113.50' C42 so/ vo
C59 NOT USED I _ `J-'
' 35r-- --------------� r ----- -----� r------------------� r---- ----------� r------------------� r_ i
C60 NOT USED
C61 5.54' 29.00' 1005702" N 62001'08"W 5.53' I I I I I 5'(TYP) -�1
C62 102.89' 65.50' 90000,00" S 44°47'08"E 92.63' z l I ^, I I I I l� 5'(TYP)
C63 102.89' 65.50' 90°00'00" S 45012'52"W 92.63' 1 N 1 1 I I 1 1 1 1 1 I \\ p
J I I I I I I I I I I I
C64 25.20' 64.50' 22°23'l1" S 66035'26"W 25.04'
I M N I N I N I I I \\ `---------S 89047'08"E 175.96-------
ui ui I ui I ui I ui LINE TABLE LINE TABLE Q � ,� � � ^ I � 1 -----------156.04'------------ 19.92'
LINE BEARING DISTANCE LINE BEARING DISTANCE I
LI S 89052'22"E 73.00' L65 N 89°47'08"W 27.75' I W w I w I uj I w 1 LL' I
L2 S 44°47'08"E 14.14' L66 N 45°12'52"E 14.14' 41 � 1 40 1 39 � 1 38 � I 37 ^' 1 00 41
L3 S 89°47'08"E 90.00' L67 S 45001'07"E 30.65' I N ti l N l N I N I N I ti� � I
L4 S 59031'45"E 34.73' L68 S 4405853"W 14.97' o °o l °o l °0 1 °o l °o l y
L5 S 89°47'08"E 119.66' L69 N 42005'20"W 4.06' o o l o l o l o l o l
L6 N 6305753"E 33.91' L70 S 42005'20"E 9.46' I z z l z l z 1 BLOCK 3 z l z l b I
I 1 1 1 1 1 1 I I I I 36 00
L7 N 34035'41"E 23.02' L71 S 4405853"W 32.47' I I I I I I I I I
L8 N 00012'52"E 29.00' L72 S 45001'07"E 48.30' I I I I I PLEASE REFER TO I I I I I
L9 N 34009'57"W 23.02' L73 N 45°12'S2"E 46.48' I I I I I I NOTE 16 FOR SETBACK
I I I I I INFORMATION I I I I I rn
L10 N 00012'52"E 13.42' L74 S 44°47'OS"E 46.91' I I I I I I I 12' I I I I
Lll S 00012'52"W 7.00' L75 S 8904708"E 10.85' I I I I I I I I I I I IQq
L12S89°47o8"E 110.00' o L------------------J L-----_-__---------J L----____------____J L-- _____------__--J L---___-------_____J L--______-----_____-----____
L76 S 89 4708"E 10.85' 120.00' 120.00' 120.00' 120.00' 120.00' 154.31' 98.37' 41.62'
L13 N 89°47'OS"W i9.00' L77 N 00012'52"E 33.24' _ _ _ _ _ _ _ _ _
L14 N 8904708"W 74.08' L78 S 00012'52"W 27.50' I '�z
L15 N 63008'22"W 24.53' L79 S 00012'52"W 38.17' N 89048'12" W 1409.71'
C1/4 CORNER
L16 N 8904708"W 119.66' L80 N 00012'52"E 15.74' RLS 645
L17 S 62053'26"W 33.77' L81 S 89°47'08"E 30.00' I LEGEND CPF#9116244
L18 N 8904708"W 90.00' L84 S 00012'52"W 18.42'
L19 S 45012'52"W 14.14' L85 N 26041'28"W 20.76' - - SUBDIVISION BOUNDARY LINE
L20 N 8904708"W 73.00' L86 S 26041'28"E 9.58'
L21 S 26041'28"E 16.61' L87 S 00012'52"w 29.00' S 89°47'08"E 251.40' Ll l MATCHLINE- SEE UPPER LEFT OF THIS SHEET LOT LINES
L22 S 45001'07"E 11.39' L88 S 34035'41"W 1.21' o• - - - • •� L12
L23 N 04°49'09"E 29.60' L89 N 00°12'52"E 20.00' ,� 217.40' o Ln o • _ _ • _ _ CENTERLINE
L24 N 04049'09"E 29.26' L90 N 8904708"W 36.58' • 47 - -,r a; rn S 89°4708"E 110.00'
L25 N 00012'52"E 46.92' L91 N 45001'07"W 4.04' L°' 1 1 I ----------------- PUBLIC UTILITY IRRIGATION AND DRAINAGE EASEMENT
� \� 1� �.� 48 5 oo°Irsr'w �
L26 N 4404708"W 2.23' L92 N 8904708"W 16.58' S 89047'08"E 185.40' `' S 89°47'08"E 187.00' 6.42' V
L27 S 4404708"E 17.57' L93 S 44°47'08"E 25.46' u, EASEMENTS
L28 S 44°4708"E 19.80' L94 S 00°12'52"W 20.00' o•14.50' E. VADONIA LANE_ (PRIVATE) 1 S 89°47'OS"E 1095.90' @ FOUND 518"REBAR/CAP AS NOTED
L29 N 45012'52"E 26.87' -� 218.90 - • - �n - - -
L30 N 00012'52"E 13.42' •14.50' 1095.90' 254.00 ® FOUND 314"REBAR AS NOTED
L31 S 00012'52"W 11.80' 1 22.40' 120.00' 120.00' 120.00' 120.00' SET 518"REBAR/CAP PLS 11574
L32 N 44°47'OS"W 19.80' �' I
L33 N 26016'40"E 10.50' • ___ • SET 112"REBAR/CAP PLS 11574
L34 S 71016'40"W 25.46' r------------------� r-------------- � r------------------� r------------------�
L35 S 18°43'20"E 25.46' I I I I I 5'(TYP) �I I I W
CALCULATED POINT
L36 N 26016'40"E 10.50' I I I N I I 5'(TYP) I I Z 1 LOT NUMBER
L37 S 26016'40"W 2.00'
L38 S 6904346"W 26.17' I ; I I U SLOPE AREA EASEMENT-SEE NOTE 19
L39 S 17010 27"E 26.17' d I v I M I M I rn
L40 N 26016'40"E 2.00' 1p I I BLOCK 3 � I I ti I
L41 N 4404708"W 14.14'
L42 N 4404708"W 26.87' '~ I I u, I u, I w I w I I NO BUILD ZONE
L43 S 45012'52"W 26.87' W � I 45 I 44 I 43 I 42 �
L44 N 45 12'52"E 26.87' N I N I N ~ I ~ I s
L45 N 4404708"W 19.80' ;n o
L46 N 45012'52"E 19.80' a o l o l o l o l o f I y10ENS �/�
L47 S 45012'52"W 26.87' o �,
L48 S 44047'08"E 19.80' o I I I I I I I 1 a 11 cJ74 2030 S. WASHINGTON AVE.
L49 S 44 47'08"E 5.66' Z 46 I I I PLEASE REFER TO I I I I I
L50 N 4404708"W 14.14' I I I NOTE 16 FOR SETBACK I I I I I I (� If/30/22� EMMETT ID 83617
L51 N 4404708"W 19.80' I I I INFORMATION I I 12' I I f�i�, 7
L53 S45°12'S2"W 26.87' I I I I I I I ____--i I &.1, �`� (208) 398-8104
L54 S 44047'08"E 26.87' _ _ • 35.40' 58.01� 61.99' 120.00' 120.00' 120.00' FF BE AGl'L54 S 45 12'S2"W 26.87'
L55 N 44047'52"W 19.87' CWI/16 CORNER N 89°48'12" W 1409.71' I ��j[41FOO/ FAX (208) 398-8105
L56 N 45 12'S2"E 19.80' PLS 752
L57 S 45012'52"W 2.23'
_/_/
L58 S 45012'52"W 17.57'
L59 NOT USED
L60 NOT USED cry ur�eyinq, WWW.SA WTOOTHLS.COM
L61 N 18013'14"W 49.02'
L62 IS 00012'52"W 11.45' SHEET: DATE: DRAWN BY: CHECKED BY. JOB#: DWG#:
L63 IS 00012'52"W 11.44'
L64 IS 18038'58"W 49.02' 4 OF 7 1112022 AR JB 19446 19446-FP
SCALE
SKYBREAK SUBDIVISION NO. 1 BOOK , PAGE
150 0 75 150 300
(FEET)
I INCH= 150 FT.
--- --- --- -
1 11 12 13 14 15 16 17
1 1� % i
1 m 1 CITY OF MERIDIAN 20'WATER MAIN }-- 153.07'--------
99.00' 19 \
I EASEMENT NO.3 10 --------C64,J, S 89°47'08"E 18
INST.NO.2022-045686-SEE NOTE 15 S 89°4708"E
1 o L81 CITY OF MERIDIAN SEWER/WATER EASEMENT NO.2 9 135.18' 20
INST.NO.20
1 ^ 22-045689 1 BLOCK 3 L86 G3 S s999 0008 E s i
_ l ; \
� � 92 1`
L78 8���`
L C61 C8 L76 - ♦` I 91 I 34' 21
C58 C11 L75
\ ` 90 93 I i
i
I _ � ♦
1 I �� \'\ ♦` 6 I 30' 94 I `�
If \ ♦ 1
1 � � \ '\ ♦ 1 I 89 I 22
i
M N I c6 130.04' 1 ♦♦ \'\ 5 95
1 o S 8914708"El S7 0.9I0 E `♦ `\.\ \ °Y 88 0 `
L - - 1_
z I L65 �66 30 ` ♦ /�. ♦♦ 1 4 96
128.48'
v !'vim �h NHS° ♦ \ ` 87 N
1 0 1 IIi47�'"W \ a°o \'\ 2 ♦ 3 97 N
m 1 __ -
56 \ �o�°tiO ♦♦ \ \- ` _ 2 BLOCK 3 o i BLOCK 3 1
1 I \ SO F\ � - ----------------------- BLOCK Lu
3 -1 -----I-j 86 98 I 23
I
CITY OF MERIDIAN 20'WATE_� 101 �� 0 19
MAIN EASEMENT NO.1 101 I I o0
I 48S6 INST.NO.2022-045688 i 85 99 i z
CITY OF MERIDIAN 3
1 SEWER/WATER EASEMENT NO.1 \ S)��4,g8.
INST.NO.2022-045752 ` S 8914T08"E L69 I 103 102 84 100
` w o �,,, S 89°4708"E 258.48' W 97.27' 1 !F hti I
30' — — — �N 89 4708" I s 83 I 29 1
151.28 102.70' 6 30' S °4L7M 9J-11� ---$�4°4ZQ8' 1&ZQQ—
!�� 233.01' 106.61' lF�I �p6 182.00'
\ \ L91 L7o 54 55 56 I 58 72 124 25 26 27 28 30 1
ti
\\\ \\ 1 DETAILxxl CITY OF MERIDIAN 1 I BLOCK 3 71 I 30' r BLOCK 3 1
\ \\ l\�1 NTS \� WATER EASEMENT NO.2 53 I N I!ss ----- S 89°47'0 "E 341.50' C I
INST.NO.2022-045685 60 70 d- a2 1
\ ^ I I vh S 89°47'08"E 340.50' 31
I 52 61 w LOCK 3 78 1
^ w' V BLOCKS 69 N IN 74 75 76 77 o
- - N� I
-� J �,�M I I � O
BOISE PROJECT F--......
----- - �\ N `" 51 62 Q, 0
L90 o N 68 0 73 32 1
EASEMENT q,0 \ z N I z I� N
50 63 67 I N
111131' _ 33
�- \ / \ 49 " 82 81 80 79 1
— ——--- \ / — S 89°47'08"E 34.00' _ I 64 66
BOISE PROJECT — y y\ / \ 190 40' �ti� !�� 1s7.00' 48 �D, I!�� �`���1 !s 30 G35 34 1
EASEMENT \ \\ - ------------I--------- -----1-------- ----�--- -—-—-—--345.50' -—- ---� C0 I
i PER ROS#12358 \
S 89 47'08"E 1096.59 739
35 1
�46 45 44 43 42 41 40 38 37 1
CITY OF MERIDIAN BLOCK 3 36 1
\ \ SEWER/WATER EASEMENT NO.1/---—---
INST.NO.2022-045752
� �
LEGEND I I / i I
SUBDIVISION BOUNDARY LINE
LOT LINES
---- ---- SECTIONAL LINE
—-—-—-—-—-— CENTERLINE
————————— 35'FARR LATERAL EASEMENT 2030 S. WASHINGTON AVE.
EXISTING DEED OR LOT LINE tS'G
SEWER/WATER EASEMENT NO. 1 ytiCENS ,A EMMETT, ID 83617
---- WATER EASEMENT NO. 3 a 115 (4 (208) 398-8104
�� WATER EASEMENT NO. 2 P• (� ff/4/ZZ
� �� � y y y y FAX (208) 398-8105
um WATER EASEMENT NO. 1 �� OF l �
F BE AG
p5m SEWER/WATER EASEMENT NO. 2 �cr��5ur�eyincy, 1-1-C WWW.SAW7-OOTHLS.COM
1 LOT NUMBER SEE SHEET 4 OF 7 FOR LINE & CURVE TABLES
SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#:
5 OF 7 1112022 AR JB 19446 19446-FP
SKYBREAK SUBDIVISION NO. 1 BOOK , PAGE
CERTIFICATE OF OWNER: ACKNOWLEDGMENT
KNOW ALL MEN BY THESE PRESENTS: STATE OF IDAHO
THENCE 164.32 FEET ALONG THE ARC OF SAID CURVE, WITH A CENTRAL ANGLE OF 17°26'04",
THAT WE THE UNDERSIGNED DO HEREBY CERTIFY THAT WE ARE THE OWNERS OF THE REAL PROPERTY SUBTENDED BY A CHORD BEARING N. 81°04'06"W., 163.68 FEET; SS
AS DESCRIBED BELOW AND IT IS OUR INTENTION TO INCLUDE SAID PROPERTY IN THIS SUBDIVISION COUNTY OF ADA
PLAT THENCE N. 72021'04"W., 97.39 FEET;
THE OWNERS FURTHER CERTIFY, THAT ALL LOTS IN THIS SUBDIVISION WILL RECEIVE DOMESTIC WATER THENCE N. 63°43'20"W.,378.98 FEET TO THE BEGINNING OF A CURVE TO THE LEFT WITH A RADIUS OF ON THIS_DAY OF 2022, BEFORE ME, THE UNDERSIGNED,A NOTARY PUBLIC IN AND FOR SAID
FROM THE CITY OF MERIDIAN,IDAHO MUNICIPAL WATER SYSTEM,INCORPORATED AND THAT THE CITY 551.50 FEET; STATE, PERSONALLY APPEARED JIM CONGER, KNOWN OR IDENTIFIED TO ME TO BE AN AUTHORIZED AGENT OF G20,
OF MERIDIAN,IDAHO, HAS AGREED IN WRITING TO SERVE ALL OF THE LOTS IN THIS SUBDIVISION. (I.C. LLC. AN IDAHO LIMITED LIABILITY COMPANY, THAT EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED
50-1334) THENCE 250.87 FEET ALONG THE ARC OF SAID CURVE, WITH A CENTRAL ANGLE OF 26003'48", LIABILITY COMPANY AND ACKNOWLEDGED TO ME THAT SUCH LIMITED LIABILITY COMPANY EXECUTED THE SAME.
SUBTENDED BY A CHORD BEARING N. 76045'14"W.,248.71 FEET; '
THE EASEMENTS AND PRIVATE ROADS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, IN WITNESS WHEREOF I HAVE HEREUNTO SET MY HAND AND SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST
BUT THE RIGHT TO USE SAID EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES AND FOR ANY THENCE N.89047 08"W., 119.66 FEET;
ABOVE WRITTEN.
OTHER USES AS DESIGNATED HEREON,AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN
THE LINES OF SAID EASEMENTS. THENCE S. 6205326"W.,33.77 FEET;
THE PUBLIC STREETS,AS SHOWN ON THIS PLAT,ARE HEREBY DEDICATED TO THE PUBLIC. THENCE N. 8904708"W., 90.00 FEET;
BASIS OF BEARINGS IS S. 0012'52"W. BETWEEN A FOUND ALUMINUM CAP MARKING THE NORTHWEST THENCE S. 45012'52"W., 14.14 FEET; NOTARY PUBLIC FOR IDAHO
CORNER AND A FOUND ALUMINUM CAP MARKING THE W114 CORNER OF SECTION 4, T. 2 N.,R. 1 E., THENCE S. 00012'52"W.,PARALLEL WITH SAID WEST LINE,414.68 FEET;
B.M.,ADA COUNTY,IDAHO. RESIDING AT
A PARCEL OF LAND LOCATED IN THE S112 OF THE NW114 OF SECTION 4, TOWNSHIP 2 NORTH,RANGE 1 THENCE N. 8904708"W., 73.00 FEET TO SAID WEST LINE; MY COMMISSION EXPIRES
EAST, BOISE MERIDIAN, CITY OF MERIDIAN,ADA COUNTY,IDAHO,MORE PARTICULARLY DESCRIBED AS
FOLLOWS: THENCE N. 00012'52"E., COINCIDENT WITH SAID WEST LINE, 741.60 FEET TO THE POINT OF
BEGINNING.
COMMENCING AT AN ALUMINUM CAP MARKING THE NW CORNER OF SAID SECTION 4; THE ABOVE DESCRIBED PARCEL CONTAINS 35.679 ACRES MORE OR LESS.
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 AND THE POINT OF
BEGINNING;
THENCE S. 8905222"E., COINCIDENT WITH THE NORTH LINE OF SAID S112 OF THE NW114,A DISTANCE ACKNOWLEDGMENT
OF 73.00 FEET,
THENCE S. 00012 G20'S2"W., PARALLEL WITH SAID WEST LINE, 177.03 FEET; , LLC STATE OF IDAHO SS
THENCE S. 44°47'08"E., 14.14 FEET; JIM CONGER, AUTHORIZED AGENT COUNTY OF ADA
THENCE S. 8904708"E., 90.00 FEET;
ON THIS_DAY OF , 2022, BEFORE ME, THE UNDERSIGNED,A NOTARY PUBLIC IN AND FOR SAID
THENCE S. 59031'45"E.,34.73 FEET; STATE, PERSONALLY APPEARED PETER L. AND DANA A. EISENMAN, HUSBAND AND WIFE, KNOWN OR IDENTIFIED TO
PETER L. EISENMAN ME TO BE THE OWNERS AND EXECUTED THE INSTRUMENT AND ACKNOWLEDGED TO ME THAT THEY EXECUTED THE
THENCE S. 89°47 08"E., 119.66 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT WITH A RADIUS OF "AS OWNER OF LOT 23, BLOCK 3 UPON RECORDING" SAME.
648.50 FEET;
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST
THENCE 295.00 FEET ALONG THE ARC OF SAID CURVE, WITH A CENTRAL ANGLE OF 26°03'48", ABOVE WRITTEN.
SUBTENDED BY A CHORD BEARINGS. 76045'14"E.,292.46 FEET;
THENCE S. 63°4320"E.,413.21 FEET TO THE BEGINNING OF A CURVE TO THE LEFT WITH A RADIUS OF
551.50 FEET; DANA A. EISENMAN
THENCE 250.87 FEET ALONG THE ARC OF SAID CURVE, WITH A CENTRAL ANGLE OF 26003'48'; "AS OWNER OF LOT 23, BLOCK 3 UPON RECORDING" NOTARY PUBLIC FOR IDAHO
SUBTENDED BY A CHORD BEARING S. 76045'14"E.,248.71 FEET; RESIDING AT
THENCE S. 89°47'08"E.,246.67 FEET;
MY COMMISSION EXPIRES
THENCE N. 6305753"E.,33.91 FEET;
THENCE S. 89047 08"E.,84.38 FEET;
THENCE N. 00012'52"E.,PARALLEL WITH SAID WEST LINE,496.24 FEET TO SAID NORTH LINE;
THENCE N. 89056'41"E.,COINCIDENT WITH SAID NORTH LINE,618.82 FEET;
THENCE S. 2805725"E.,228.24 FEET; CERTIFICATE OF SURVEYOR:
THENCE S. 50019'18"E.,85.90 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 S.2805725"E.,227.06 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.89047 08"E., 149.30 FEET TO THE EAST LINE OF SAID S112 OF THE NW114; CORNER PERPETUATION AND FILING ACT, IDAHO CODE 55-1601 THROUGH 55-1612.
THENCE S. 00°3707"W., COINCIDENT WITH SAID EAST LINE,879.48 FEET TO THE C114 CORNER OF SAID
SECTION 4, MARKED BY 5/8"REBAR/CAP PLS 645;
THENCE N. 89048'12"W., COINCIDENT WITH THE SOUTH LINE OF SAID S112 OF THE NW114,A DISTANCE
OF 1409.71 FEET;
THENCE N. 0012'52"E.,PARALLEL WITH SAID WEST LINE, 156.48 FEET; y10ENS
THENCE N. 34°35'41"E.,23.02 FEET;
JEFF BEAGLEY a 11574 P.L.S.11574
THENCE N. 0001252"E.,PARALLEL WITH SAID WEST LINE,29.00 FEET; t 11/4122
THENCE N. 34009'57"W.,23.02 FEET; � 9 OF
THENCE N. 00012'52"E.,PARALLEL WITH SAID WEST LINE, 13.42 FEET;
��F BE AG�'�'
THENCE S. 89047 08"E.,251.40 FEET;
THENCE S. 0001252"W., PARALLEL WITH SAID WEST LINE, 7.00 FEET,
THENCE S.89°4708"E., 110.00 FEET; 2030 S. WASHINGTON AVE.
THENCE N. 0001252"E.,PARALLEL WITH SAID WEST LINE,363.00 FEET; EMMETT, ID 83617
THENCE N. 8904708"W., 19.00 FEET; ��
�� 208 398-8104
THENCE N. 00012'52"E.,PARALLEL WITH SAID WEST LINE, 144.00 FEET,• FAX (208) 398-8105
THENCE N. 89047 08"W., 74.08 FEET;
THENCE N. 6300822"W.,24.53 FEET; �cn�5ur�eyincy, � W W W.SA WTOOTHLS.COM
THENCE N. 8904708"W.,309.29 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT WITH A RADIUS SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#:
OF 540.00 FEET;
6 OF 7 912022 AR JB 19446 19446-FP