HomeMy WebLinkAboutCC - Final Plat Original -10-25-2022 32 33 SKYBREAK SUBDIVISION NO. 1 E. LAKE HAZEL ROAD T.3 N. 33 BOOK , PAGE
--- - T. 2 N. 4 i
SCALE N1/4 CORNER
5 i 4 NORTHWEST CORNER 150 0 75 150 300 LOCATED IN THE S112 OF THE NW114 OF SECTION 4/ T. 2 N., R. 1 E., B.M./ SECTION 4
SECTION 4 JVP 874
PLS 4431 CITY OF MERIDIAN, ADA COUNTY, IDAHO CPF#2017 075211
CPF#2019-091022
(FEET)1 INCH= 150 FT. 2023
N �I�
UNPLATTED
E. PENNIE LANE
5 4 LI S 89°5222"E 1248.03' N 89°5641"E 261.53' N 89056'41"E 618.82' -- __ ___ N 8_9_05_6'41"E 4_4_0,75'
--- --- --- ---
--- - --- -- - -
POINT OF BEGINNING NW1/16 CORNER • CNI/16 CORNER
N1/16 CORNER �, - LEGEND PLS 645 \ PLS 4347
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SUBDIVISION BOUNDARY LINE I \ s i
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LOT LINES 10 18 `ems 85.90'
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CPF#111066377 \ - W1/16 CORNER - -- -- -�N 8-9°48'12" W 1409.71' - - -T -- -- - p�.�
E. VANTAGE POINTE LANE N 89048'12"W 2632.71' PLS 752 C114 CORNER 01.10/24/22�
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VANTAGE POINTE SUBDIVISION VANTAGE POINTE SUBDIVISION ,I
BK 80, PG 8575 I BK 80, PG 8575 I / OFF BEAG�'��
PLAT NOTES
1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE IS HEREBY 7.IRRIGATION WATER HAS BEEN PROVIDED FROM THE NEW YORK IRRIGATION DISTRICT,IN COMPLIANCE WITH 15. THIS SUBDIVISION IS SUBJECT TO WATER EASEMENT INST. NO.'S 2022-045685,2022-045686 AND REFERENCES
RESERVED ALONG THE FOLLOWING: IDAHO CODE 31-3805(1)(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS 2022-045688,FOR THE BENEFIT OF THE CITY OF MERIDIAN.
-TWELVE(12')FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY OR AS DEPICTED AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NEW YORK IRRIGATION DISTRICT.
-TEN(10)FOOT WIDE ADJACENT TO PUBLIC RIGHT OF WAYS, PRIVATE STREETS AND REAR LOT LINES OR AS 16. LOT 36, BLOCK 3,SHALL HAVE A SIDE YARD BUILDING SETBACK OF FIFTEEN(15)FEET ON THE SOUTH RI) RECORD OF SURVEY NO. 12358, INST.NO.2020-064652
DEPICTED 8. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT PROPERTY LINE AND LOTS 37-45,BLOCK 3,SHALL HAVE A REAR BUILDING SETBACK OF THIRTY(30)FEET ON R2) RECORD OF SURVEY NO.8839, INST. NO. 110086926
-FIVE(5)FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR SIDE LOT LINES OR AS DEPICTED OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AND IRRIGATION/DRAINAGE ENTITY. THE SOUTH PROPERTY LINE. R3) RECORD OF SURVEY NO. 1935, INST. NO.9148338
R4) RECORD OF SURVEY NO. 1838, INST. NO.9118798
A PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HEREBY RESERVED ALONG THE FOLLOWING: 9. THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT NO. 2021-119175. 17, THIS SUBDIVISION IS SUBJECT TO SEWER AND WATER EASEMENT INST. NO.'S 2022-0164 AND 2022-045689 R5) KEEP SUBDIVISION, BOOK 119,PAGE 18374
-TWELVE(12')FOOT WIDE ALONG SUBDIVISION BOUNDARY OR AS DEPICTED FOR THE BENEFIT OF THE CITY OF MERIDIAN. R6) DERRY SUBDIVISION,BOOK 108,PAGE 15160
-TEN(10)FOOT WIDE ALONG REAR LOT LINES OR AS DEPICTED 10. A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED TO THE GRANTOR AND SKYBREAK COMMUNITY R7) VANTAGE POINTE SUBDIVISION, BOOK 80, PAGE 8575
-FIVE(5)FOOT WIDE SIDE LOT LINES OR AS DEPICTED ASSOCIATION,INC. UPON,ACROSS,OVER AND UNDER ANY PORTION OF ANY LOT THAT IS NOT COVERED BY AN 18. LOTS 16-22,BLOCK 3,ARE SUBJECT TO A FIFTEEN(15)FOOT WIDE PRESSURIZED IRRIGATION EASEMENT R8) WARRANTY DEED INST.NO.2020-052413
OCCUPIED STRUCTURE.SAID GRANTOR OR SKYBREAK COMMUNITY ASSOCIATION,INC. MAY USE THE EASEMENT AND LOTS 25-31, BLOCK 3, ARE SUBJECT TO A TWENTY SEVEN(27)FOOT WIDE PRESSURIZED IRRIGATION R9) WARRANTY DEED INST.NO.2020-088736
2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT, WHICH STATES"NO AREA AS GRANTOR OR THE HOMEOWNER ASSOCIATION MAY DEEM NECESSARY OR CONVENIENT TO PERFORM EASEMENT FOR THE BENEFIT OF THE NEW YORK IRRIGATION DISTRICT.
AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A ANY OF THEIR RIGHTS OR OBLIGATIONS IDENTIFIED IN THE COMMUNITY DOCUMENTS,OR TO PERFORM THE
NUISANCE, PRIVATE OR PUBLIC,BY ANY CHANGED CONDITION IN OR ABOUT THE SURROUNDING DUTIES AND FUNCTIONS WHICH THE HOMEOWNER ASSOCIATION IS OBLIGATED OR PERMITTED TO PERFORM 19. LOTS 14-18,20-22 AND 29-36,BLOCK 3,ARE SUBJECT TO SLOPE EASEMENT INST. NO.2022-XXXX. SEE SHEET 4 OF 7 FOR LINE& CURVE TABLES
NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR, WHEN THE PURSUANT TO THE COMMUNITY DOCUMENTS. THIS EASEMENT INCLUDES, WITHOUT LIMITATION, RIGHTS TO
OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. INSTALL,OPERATE, MAINTAIN, REPAIR AND REPLACE IRRIGATION SPRINKLERS,LINES,CONTROL BOXES AND SURVEYOR'S NARRATIVE
THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR RELATED EQUIPMENT AND FACILITIES.
NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." 2030 S. WASHINGTON AVE.
11. THIS SUBDIVISION SHALL BE SUBJECT TO COVENANTS, CONDITIONS AND RESTRICTIONS TO BE RECORDED AT SAWTOOTH LAND SURVEYING WAS REQUESTED BY THE OWNERS TO PREPARE THE
3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION A LATER TIME AND MAYBE AMENDED FROM TIME TO TIME. SUBDIVISION PLAT SHOWN HEREON. EMMET T, ID 83617
STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION.
12. A PORTION OF LOT 1, BLOCK 2,IS SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE THE BASIS OF BEARING FOR THE PLAT MATCHES THE BASIS OF BEARING FROM
4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH SYSTEM. THIS LOT IS ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE RECORD OF SURVEY NO. 12358. THE SECTIONAL MONUMENTS USED TO DETERMINE (208) 398-8104
TITLE 11 OF MERIDIAN CITY CODE. EASEMENT RECORDED ON NOVEMBER 10,2015 AS INSTRUMENT NO. 2015-103256,ADA COUNTY RECORDS,AND
THE BOUNDARY OF THE SUBDIVISION WERE LOCATED AS SHOWN ON SAID
INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL(THE"MASTER EASEMENT"). THE MASTER RECORD OF SURVEY EXCEPT FOR THE CN1/16 CORNER. THIS MONUMENT APPEARS TFAX (208) 398-8105
5. LOT 1,BLOCK 1,LOT 1,BLOCK 2,LOTS 1,2, 10, 18, 19,24,34,46-48,56,57,65, 73, 78,83,86, 92 AND 101, EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION TO HAVE BEEN RE-SET BASED ON THE DESCRIPTION PROVIDED PER SAID RECOR ��jW7_00
/
BLOCK 3 ARE RESERVED AS COMMON AREA,ARE NON-BUILDABLE LOTS, AND ARE OWNED AND MAINTAINED BY 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM OF SURVEY.
SKYBREAK SUBDIVISION HOMEOWNERS ASSOCIATION,INC. WATER DRAINAGE SYSTEM.
//
THERE ARE SLIGHT DISCREPANCIES IN THE BEARINGS AND DISTANCES BETWEEN y��y yur�eyinq ��C WWW.SAWTOOTHLS.COM
6. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO.2022-081189. 13. THE BOTTOM OF STRUCTURAL FOOTING SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE HIGHEST SAID RECORD OF SURVEY AND THE LOCATIONS AS MEASURED BY SAWTOOTH
ESTABLISHED NORMAL GROUND WATER ELEVATION. LAND SURVEYING. THESE MONUMENTS ARE BEING HELD IN THE POSITIONS AS
LOCATED. SHEET: DATE: DRAWN BY. CHECKED BY. JOB#: DWG#:
14. THIS DEVELOPMENT IS SUBJECT TO AN ACHD PERMANENT EASEMENT INST. NO. 2022 043510. 1 OF 7 1012022 AR .1B 19446 19446-FP
SKYBREAK SUBDIVISION NO. 1 BOOK , PAGE
POINT OF BEGINNING
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1 INCH=60 FT. 2 OF 7 1012022 AR 1B 19446 19446-FP
SKYBREAK SUBDIVISION NO. 1 BOOK , PAGE
12'-j
N 89°56'41"E 618.82' _ _ _
40 - •
• 50.00' 50.00' S0.00' 0�4.00�� 50.00'�O �50. '�� �125.99' N 188.83' LEGEND
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SEE SHEET 4 OF 7 FOR LINE& CURVE TABLES 7.50'
SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: • ��---S 89°47'OS"E 159.08'---1
3 OF 7 1012022 AR JB 19446 19446-FP ---- --- m-m-, °
SHEET 4 `
SHEET 3 BOOK , PAGE
• -143W - KyBREAK SUBDIVISION NO. 1
CURVE TABLE O1 N 89°47'OS"W 96.00' S
CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH 50.00' 46.00' <
Cl 295.00' 648.50' 26003'48" S 76045'14"E 292.46' L13 j5'(TYP) +I r------F9 E. CEDARHURST LANE
C2 250.87' 551.50' 26003'48" S 76045'14"E 248.71' I 5(NP)1 PRIVATE
C3 47.91' 30.50' 90000'00" N 45012'52"E 43.13' I o 14.5' (PRIVATE)
C4 78.54' 50.00' 90000'00" S 45012'52"W 70.71' ui I �`� 14 SCALE
C5 164.32' 540.00' 17026'04" N 81°04'06"W 163.68' a, I �C o 6 M
C6 250.87' 551.50' 26003'48" N 76045'14"W 248.71' 54 w I U 55 w o 60 0 30 60 120
C7 16.83' 29.00' 33014'31" N 73009'52"W 16.59' o _ I O - 0 1 w
C8 15.08' 26.00' 33014'31" N 73009'52"W 14.87' I I m H
C9 282.03' 620.00' 26003'48" N 76045'14"W 279.61' I I N
C10 16.83' 29.00' 33014'31" N 7303537"E 16.59' j~ 5' 0 I 0 (FEET)
Cll 15.08' 26.00' 33014'31" N 7303537"E 14.87' I z I z oo 1 INCH=60 FT.
C12 263.84' 580.00' 26 003'48" N 76045'14"W 261.57" I L______ L____-- O (1+
C13 19.69' 29.00' 38°54'l1" S 44016'15"E 19.31'
50.00' 50.00'
C14 18.84' 27.00' 39058'19" N 44048'I8"W 18.46' r-S 89°47'08"E 110.00'-- w SHEET 3
C15 211.57' 485.00' 24059'40" N 77°17'I8"W 209.90' I 1 - - - SHEET 3
C16 19.81' 29.00' 39008'49" S 83°17'45"E 19.43' o j 53 loo 19 5 S 89°47'08"E 105.00' S 89°47'08"E 105.00'-
CI7 18.01' 27.00' 38013'27" S 83045'25"E 17.68' a; 1 to I E. ENGLEHART LANE (PRIVATE)
1 1 1 1- •
C18 225.97' 515.00' 25008'26" S 77012'55"E 224.17' a I I"' '� o I 60 I o o I 70 I o `^ S 89°47'08"E 374.00' "'��
o I ° I W o 1 I o 01 I o `1 1 340.50'
C19 17.71' 27.00' 37035'05" S 71°25'20"W 17.40' o L_-S 89 47'08"E 110.00'-J o
C20 17.06' 26.00' 37035'05" S 71°25'20"W 16.75' M I Ln I j zz 84.00' 84.00' 84.00' 78.00' C43 s
C2i 17.71' 27.00' 37°35'05" N 70°5936"W 17.40' r--------------- U L_ ° J L_ ° rk r------------- r-------------i r-------------i r------------,
c� S 89 47'08' E 105.00'- S 89 47'08"E 105.00'-J \5 o I I I I I I I I �F 9
C22 17.06' 26.00' 37°35'05" S 70°5936"E 16.75' 1 1 CQ I 1 I I I I I I I I
C23 179.86' 114.50' 90°00'00" S 44°47'OS"E 161.93' Lu I o 1 16 r--------------1 r--------------1 19.5' 4.5 I BLOCK 3 0 l p l o l v,
0 1 t o U 10'(TYP)
C24 48.06' 114.50' 24°03'01" S 63°16'08"E 47.71' N v l 52 la 1 I� 10'(TYP) I 1 0 l O o v •
N of 1_ 1 I- N N __ __
SHEET 3
C25 30.09' I i 4.50' 15°03'Ol" S 43°42'53"E 30.01' I I'^ d o f 61 t o o f 69 t o `: '� I I I I
C26 50.60' 114.50' 25°19'22" S 23°31'28"E 50.19' 1 ° I 1 ri ko u�iI I o vI I�r � w I I I I ---
C27 22.14' 114.50' 11°04'40" S 05019'28"E 22.10' o L-S 89 47'08"E 110.00'-J �., N M I 1 '^I 1� M I [~ o w 1 w I w I w 14.5 4.5 I S 89 47'08"E i59.08'-- 1
C28 157.08' 100.00, 90000,00" S44°4708"E 141.42' O r______________� I I I ° b 5 N I I I G� I I
0 0 1 I M L-S 89°47'OS' E 105.00'o f L-S 89 47'OS"E 105.00'- o �, .-, 74 N 1 75 N 1 76 N 1 77 N C-� I
C29 55.76' 35.50' 90 00'00" N 44 4708"W 50.20' Z I I- N a (� I I I I� I I m
C30 78.54' 50.00' 90°00'00" N 44°4708"W 70.71' o o r------------- r-- --------, N I 0 1 0 1 0 1 0 y
C31 101.32' 64.50' 90°00'00" N 44°4708"W 9i 22' o f 51 l0 1 01 N I I I �. _ I o l o l o f o
w 1 O o I Z I Z I Z I Z � o o �, o I I
C32 14.62' 64.50' 12059'29" S 83017'23"E 14.59' `^ I I`^ 0 00� 62 w i o of 68 to ti W o l I I I I I I rn o 0. rn I a 32 I
0 0 1 ° I O LEI NI • oI to O O L------------J L------------J L------------J L------------J ca Qi
C33 49.74' 64.50' 44 11'08" N 54 42'05"W 48.52' L -S 89 47'08"E 110.00'-J �n �n o Z d M w � 1 I I I
0 0 I I '^I I�^ N N N S 89°4708"E 336.00' ^� �-+ 1 1 t 1- 0
C34 36.95' 64.50' 32 49'23" N 16 11'S0"W 36.45' N o
I 0 1 I I o I Grp I t o
C35 55.76' 35.50' 90°00'00" N 45°12'S2"E 50.20' --------------1 I L-S 89°47'08"E 105.00'0� L-S 89°47'08"E 105.00'-J o0 1 - w �78 w o
_ 73 ; 8-- 8-- 8-- 8-- _ � I � I oI �
C36 78.54' S0.00' 90°00'00" N 45°12'S2"E 70.71' I I o iv N r------------I r------------I r-------- i r------------- = N I I
C37 101.32' 64.50' 90°00'00" S 45°12'S2"W 91.22' 0 1 Io r=--10 TVP Zl r- ------------� Z N N I I I I I I I I `" L-I --N 89°47'08"W 159.09'--
l o l t o j l a 10'TYP �1
50 I I ( ) I I I 5'(TYP) I I I N N
C38 18.76' 64.50' 16°40'04" S 08°32S4"W 18.70' d I Iv of 63 I- of to W 0 0 I I I I I 5,TYP I I Io r ---------------- 21.10'
C39 22.49' 64.50' 19°5849" S 26052'21"W 22.38' "' 1 1`^ ao I I o o f 67 t o o o l o l o ( ) o l a; o 0 00 1 w o I W
C40 23.27' 64.50' 20°40'21" S 47°ll'56"W 23.15' 1 1 I �nl I of n to I cn Z I o 1 0 1 0 l v- � �
° ° L-S89°47'08"E 110.00'-J I Iu`r, `^I I� I ca l I 00 1 �
C41 30.28' 64.50' 26 53'44" N 70 58'S8"E 30.00' I o 1 I ° 1 I I I I � o I I a l N
C42 6.51' 64.50' 5°47'02" N 87°19'21"E 6.51' r--------------- S 89 47'08"E 105.00' L S 89 47'08"E 105.00, J I I I I �n I°
L--------------� I
0 o Lf I = w I Lu I w I Lu •-�
C43 6.03' 35.50' 9 43'S0" S 84 55'13"E 6.02' 12' o _ - W r� I 33 `^I o 0
I I- r ------------ o - I 1 - I - 1 IZ
C44 49.73' 35.50' 80°16'10" N 39°55'13"W 45.77' o f to I F--------------� I I I °o uNi I u`Oi I I 0.
C45 49.73' 35.50' 80016,10" N 40°20'57"E 45.77' d I 49 l0 4.5' 19.5' C 41 1 I I- 82 �, 1 81 N I 80 N I 79 N I
C46 6.03' 35.50' 9°43'50" S 85°20'57"W 6.02' "' I I v 1 64 j o 01 66 a l v o I o I o 1 0 14.514:5 1 27' SEE NOTE 16 1
C47 272.93' 600.00' 26°03'48" N 76°45'14"W 270.59' �_S 89°47'08"E 110.00'-� I `Ov 1 t o Lr I � I�i I 1 00 1 00 1 0 l oo • I 1 I z I
I �n u�I `,1� I I I I � I o
C48 227.44' 500.00' 26°03'48" N 76°45'14"W 225.49' • __ 1 j I I 19.5 14.5 1 z 1 z 1 z Z, 1 0 1 1 °a
C49 100.18' 620.00' 9°15'28" S 86°09'24"E 100.07' I L26-----103.42'-----� L_____103.42'----- 5� I - L�----------- co
------J 31.38' �
< o f _ -
C50 97.29' 551.50' 10006'28" S 84°4354"E 97.17' MATCHLINE-SEE LOWER RIGHT OF rs`^ L__-----_____J L--_____-----J L_--__-_____-J L-____-----__J L N 89°47'OS"W 172.09' do
C51 101.70' 580.00' 10002'48" N 8404544"W 101.57' THIS SHEET I <<,d, <<'� 65 N 89°47'OS"W 206.84' �5 � 1 84.00' 84.00' 84.00' 78.00' C46 L3h� �°' N 89°47'08"W 184.42' 34 w
C52 101.32' 64.50' 90 00'00" S 450 2'52"W 91.22' 182.00' u? ° 340.50' `^ C'� I
C53 47.71' 64.50' 42 23'04" S 21 24'24"W 46.63' _ _ _ _ _ d; _ S 89 47'O8"E 1_095.90' _E. VADONIA LANE (PRIVATE v L3 �f--------------------- 27.57' µ
C54 34.49' 64.50' 30°3822" N 57°55'06"E 34.08' • 249.00' L • - - - - - - -u Q Gp0
0 o c 1 374.00'
C55 19.11' 64.50' 16 58'34" S 81 4335"W 19.04' 1095.90' `r u' �% 10' TYP � o
C56 28.96' 114.50' 14029'29" S 82032'23"E 28 88' 120.00' 120.00' 40 120.00' 120.00' 113.50' C42 Cal r'r'/ ( )
C57 126.45' 80.50' 90°00'00" N 44°4708"W 113.84'
_ v�i o p
C58 5.54' 29.00' 10°57'02" S 62°26S2"W 5.53' I \ � 35 �\o � �
C59 NOT USED r-- --------------� r------------------� r------------------� r------------------� r------------------� r� i
C60 NOT USED W I I I I I 5'(TYP) �I 1
C61 5.54' 29.00' 10°57'02" N 62°01'08"W 5.53' z l 1 N I I I I If_ 5'(TYP)
C62 102.89' 65.50' 90°00'00" S 44°4708"E 92.63'
J I I I I I I I I I I I \ N
C63 102.89' 65.50' 90°00'00" S 45°12'52"W 92.63'
C64 25.20' 64.50' 22°23'l1 S 66°3526"W 25.04' M N I N I N I j j \ ----------S 89°4708"E 175.96-------
I ^ I ^ I ^ I ^ 1 \-----------156.04'------------ 19.92'
LINE TABLE LINE TABLE 1 I I I I
LINE BEARING DISTANCE' LINE BEARING DISTANCE I w w w i w u, l uj I A
Ll S 89°5222"E 73.00' L65 N 89°47'08"W 27.75' 41 N„ 1 40 u'i 1 39 1 38 ^� I N I 'b
pi
L2 S 44°4708"E 14.14' L66 N 45°12'52"E 14.14' I N I I I � I 37 � I ti� kD
k I
L3 S 89°47'08"E 90.00' L67 S 45001'07"E 30.65' 0 0 1 0 1 0 1 0 1 0 1 ti
L4 S 59°31'45"E 34.73' L68 S 44°5853"W 14.97' o o t o l o l o l o l
BLOCK 3 I
L5 S 89°47'08"E 119.66' L69 N 42005'20"W 4.06' I Z Z I Z I Z I Z I Z I
I 1 1 1 1 1 1 1 1 1 1 36 0°
L6 N 63°57'53"E 33.91' L70 S 42005'20"E 9.46' I I 1 1 I I I I I I
L7 N 34°35'41"E 23.02' L71 S 44°58'53"W 32.47' 1 I I I I PLEASE REFER TO I I I I I I
L8 N 00°12'S2"E 29.00' L72 S 45°Ol'07"E 48.30' I I I I I I NOTE 16 FOR SETBACK I I I I I I
I I I I I I I I I I I rn
L9 N 34°09'57"W 23.02' L73 N 45°12'52"E 46.48' I I I I I INFORMATION 1 1 12' I I I I
L10 N 00°12'52"E 13.42' L74 S 44°4708"E 46.91' I I I I I I 1 1 I I I I
Lll S00°12'52"W 7.00' O L -------------J L___------- ----J L___------_____----J L__ ------___------J L__ ------J L-------_____-----_____----
L75 S 89 47'08"E 10.85' 120.00' 120.00' 120.00' 120.00' 120.00' 154.31' 98.37' 41.62'L12 S 89°4708"E 110.00' L76 S 89°47'08"E 10.85' I _ _ _ _ _ _
L13 N 89°4708"W 19.00' L77 N 0001252"E 33.24' N 89°48�12" W 1409.71' C1/4 CORNER
L14 N 89°4708"W 74.08' L78 S 00°12'52"W 27.50'
L15 N 63008'22"W 24.53' L79 S 00°12'52"W 38.17' LEGEND RLS 645
L16 N 89°4708"W 119.66' L80 N 00°12'52"E 15.74' CPF#9116244
L17 S 62053'26"W 33.77' L81 S 89°4708"E 30.00'
L18 N 89°47'08"W 90.00' L84 S 00°12'52"W 18.42' - - SUBDIVISION BOUNDARY LINE
L19 S 45°12'52"W 14.14' L85 N 26°41'28"W 20.76'
L20 N 89°47'08"W 73.00' L86 S 26041'28"E 9.58' LOT LINES
L21 S 26041'28"E 16.61' L87 S 00°12'52"W 29.00' ° MATCHLINE- SEE UPPER LEFT OF THIS SHEET S 89 4708E 251.40 Lll
L22 S 45°01'07"E 11.39' L88 S 34°35'41"W 1.21' _ _ _ _ y - - CENTERLINE
L23 N 04°49'09"E 29.60' L89 N 00°12'52"E 20.00' • 217.40' o o • o • L12 _ _
L24 N 04°49'09"E 29.26' L90 N 89°47'08"W 36.58' 47 � Lq " • - - • ° ----------------- PUBLIC UTILITY,IRRIGATION AND DRAINAGE EASEMENT
• vr o M S 89 47'OS"E 110.00, 1
L25 N 00°12'52"E 46.92' L91 N 45°01'07"W 4.04' L°� -'
° L92 N 89°47'08"W 16.58' 9 185.40' N <`c' 48187.00' S 00°°6.42'' W ��
L26 N 44 47'08"W 2.23' I I - - - - - - - - - EASEMENTS
L27 S 44°47'08"E 17.57' • ''
Ln
L28 S 44°47'08"E 19.80' 14.50' E. VADONIA LANE PRIVATE 1 _ ° @° FOUND 5/8"REBAR/CAP AS NOTED
° op _ _ _ ( ) -} S 89 4TOS"E 1095.90'
L29 N 45 12'S2"E 26.87' �• - - • - � - - - - • ® FOUND 3/4"REBAR AS NOTED
L30 N 00°12'52"E 13.42' 14.50' 218.90' 502.40' v- 254,00' �i SET 5/8"REBAR/CAP PLS 11574
L31 S 00°12'S2"W 11.42' 1 •22.40' 120.00' 120.00' 120.00' 120.00' SET 1/2"REBAR/CAP PLS 11574
L32 N 44°47'08"W 19.80'
L33 N 26°16'40"E 10.50' •
L34 S71°16'40"W 25.46' r-------------------I r-------------- --� r------------------- r------------------- 0 CALCULATED POINT
L35 S 18043'20"E 25.46' I I I I I I I I
L36 N 26°16'40"E 10.50' I I I I I 5(NP) ~1 5'TYP) I Z 1 LOT NUMBER
L38 S 26°16'46"W 2.00' I I I N I I I I ( J �� SLOPE EASEMENT-SEE NOTE 19
L38 S 69°4346"W 26.17' 1 I I I I � I N I I U L - -
L39 S 17°10'27"E 26.17' ap 1 M I a
I-
L40 N 26°16'40"E 2.00' ^ I ^ 1 BLOCK 3 ^ 1 ^ I ^ I Q
L41 N 44°4708"W 14.14' I I y I y I y I I NO BUILD ZONE
L42 N 44°4708"W 26.87' "' j w i w i w w
L43 S 45°12'52"W 26.87' W I �, 1 45 I 44 I 43 N I - I �l
L44 N 45°12'52"E 26.87' N N N I N N I 42 N
L45 N 44°47'08"W 19.80' 0 l
L46 N 45°12'52"E 19.80' o l o l o l o l o f y10ENS `S'l/�
L48 S 45°12'S2"W 19.80' 2030 S. WASHINGTON AVE.
L48 S 44°47'08"E 19.80' o I I I I I I I I �
L49 S 44047'08"E 5.66' z 46 I I PLEASE REFER TO I I I I I 11, 11574 to
L5� N 44°47'08"W 19.80' 1 I I 4708"IN 14.14' NOTE 16 FOR SETBACK I I I I I (�f0/24/22� EMMETT, ID 83617
I I I INFORMATION I I 12'
L52 S 45°12'52"W 19.80' I I I I I 1 I 1 OF
L53 S 44°4708"E 26.87' L------------------J L----______-----___J L ---- ------___J L----____------___-J I /�F �� �� �/IL (208) 398-8104
L54 S 45°12'52"W 26.87' 35.40' S8.01' 61.99' 120.00' 120.00' 120.00' F BEAGl'
L55 N 44°47'08"W 19.87' - I FAX (208) 398-8105
L56 N 45°12'S2"E 19.80' CWI/16 CORNER N 89°48'12" W 1409.71' ��yyy y y
L57 S 45°12'52"W 2.23' PLS 752
L58 S 45012'52"W 17.57'
L59 S 44047'08"E 17.57'
L60 N44047'08"W 19.80' �cr��5ur�eyinq, WWW.SAWTOOTHLS.COM
L61 N 18 13'14"W 49.02'
L6 S 00012'52"W 11.45'
L63 S 00012'52"W 11.44' SHEET: DATE: DRAWN BY., CHECKED BY: JOB#: DWG#:
L64 S 18038'58"W 49.02' 4 OF 7 1012022 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 I 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 8999 008 E s
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L78 8���`
L C61 C8 L76 - ♦` I 91 I 34' 21
C58 C11 L75
\ ` 90 93 I i
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1 I �� \'\ ♦` 6 I 30' 94 I `�
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1 � � \ '\ ♦ 1 I 89 I 22
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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 __ -
S6 \ \ ti°�°tip ♦♦ \ \_ ` —— 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
IS1.28 102.70' 6 30' S °47 '% 9 11� ---$�4°4ZQ8' 1&ZQQ--� 1
���{ 233,ol' 1 i06.61' lFfI �p6 182.00' ls�1 i I
r \\ L91 L7o 54 55 56 I 58 72 I 24 25 26 27 28 30 1
I I BLOCK 3 I 1
DETAIL CITY OF MERIDIAN 71 30' 1' BLOCK 3
\ ! S 89°47'0 "E 341.50'
NTS \� WATER EASEMENT 68 2 I I r --------------
i \ V INST.NO.2022-045685 53 60 70 ---- �
�yA S 89°47'08"E 340.50' 31
w'co
ti I 52
N to LOCK 3 70
1 BLOCK 3 61 69
Pi
0
\\ \ \ \ _�__\-- J w I o l0 74 75 76 77 � I I
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iL90 k\ o N 51 62 fib z I� 73 I 32
`------------� 50 IL64
67 IN N
\ 35
11 35 _ \\ / \\ 49 I 82 81 80 79 I 33 1
— / —— S 89°47'08"E 34.00' I 66 I I 1
190 40' 11 !�� 187.00' 48 ��� !�� 1 !s 30' G35 j 34
_ ------------I--------- -----L-------------�--- ------- --- -
\ S 8904708"E 1096.59'
I J 739
35146 45 44 43 42 41 40 38 37 1
I CITY OF MERIDIAN BLOCK 3 36 1
\ \ SEWER/WATER EASEMENT NO.1
—I INST.NO.2022-045752
--- --��--- — — —— —— — —
�
LEGEND
SUBDIVISION BOUNDARY LINE
LOT LINES
---- ---- SECTIONAL LINE
—-—-—-—-—-— CENTERLINE
————————— 35'FARR LATERAL EASEMENT 2030 S. WASHINGTON AVE.
EXISTING DEED OR LOT LINE tS'G
ENS
SEWER/WATER EASEMENT NO. 1 ytiC ,A EMMETT, ID 83617
---- WATER EASEMENT NO. 3 a 11574 p i. �� (208) 398-8104
��� WATER EASEMENT NO. 2 P• (�10/24/z2
� �� y FAX (208) 398-8105
um WATER EASEMENT NO. 1 �� OF l j[41y y y
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 1012022 AR JB 19446 19446-FP
SKYBREAK SUBDIVISION NO. 1 BOOK , PAGE
CERTIFICATE OF OWNER: ACKNOWLEDGMENT
KNOW ALL MEN BY THESE PRESENTS: THENCE 164.32 FEET ALONG THE ARC OF SAID CURVE, WITH A CENTRAL ANGLE OF 17°26'04, STATE OF IDAHO
I 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 THENCE N. 72°21'04"W., 97.39 FEET; COUNTY OF ADA
PLAT.
THENCE N. 63°4320"W.,378.98 FEET TO THE BEGINNING OF A CURVE TO THE LEFT WITH A RADIUS OF
THE OWNERS FURTHER CERTIFY, THAT ALL LOTS IN THIS SUBDIVISION WILL RECEIVE DOMESTIC WATER 551.50 FEET; 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 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. THENCE 250.87 FEET ALONG THE ARC OF SAID CURVE, WITH A CENTRAL ANGLE OF 26003'48", LLC. AN IDAHO LIMITED LIABILITY COMPANY, THAT EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED
50-1334) SUBTENDED BY A CHORD BEARING N. 76045'14"W.,248.71 FEET; 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 PUBLIC, THENCE N. 89°47'08"W., 119.66 FEET; 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 ABOVE WRITTEN.
OTHER USES AS DESIGNATED HEREON,AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THENCE S. 62°53'26"W.,33.77 FEET;
THE LINES OF SAID EASEMENTS.
THENCE N. 89°47'08"W., 90.00 FEET,
THE PUBLIC STREETS,AS SHOWN ON THIS PLAT,ARE HEREBY DEDICATED TO THE PUBLIC.
THENCE S. 45012'52"W., 14.14 FEET;
BASIS OF BEARINGS IS S. 0012'52"W. BETWEEN A FOUND ALUMINUM CAP MARKING THE NORTHWEST 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. THENCE N. 8904708"W., 73.00 FEET TO SAID WEST LINE; RESIDING AT
A PARCEL OF LAND LOCATED IN THE S112 OF THE NW114 OF SECTION 4, TOWNSHIP 2 NORTH,RANGE 1 THENCE N. 00°12'52"E., COINCIDENT WITH SAID WEST LINE, 741.60 FEET TO THE POINT OF MY COMMISSION EXPIRES
EAST, BOISE MERIDIAN,ADA COUNTY,IDAHO,MORE PARTICULARLY DESCRIBED AS FOLLOWS:
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.89°5222"E., COINCIDENT WITH THE NORTH LINE OF SAID S112 OF THE NW114,A DISTANCE
OF 73.00 FEET; ACKNOWLEDGMENT
THENCE S. 00012'52"W., PARALLEL WITH SAID WEST LINE, 177.03 FEET; G20, LLC STATE OF IDAHO
SS
THENCE S. 44047 08"E., 14.14 FEET; JIM CONGER, AUTHORIZED AGENT COUNTY OF ADA
THENCE S. 89°47'08"E., 90.00 FEET;
THENCE S. 59031'45"E.,34.73 FEET; ON THIS_DAY OF , 2022, BEFORE ME, THE UNDERSIGNED,A NOTARY PUBLIC IN AND FOR SAID
STATE, PERSONALLY APPEARED PETER L. AND DANA A. EISENMAN, HUSBAND AND WIFE, KNOWN OR IDENTIFIED TO
THENCE S.8904708"E., 119.66 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT WITH A RADIUS OF PETER L. EISENMAN ME TO BE THE OWNERS AND EXECUTED THE INSTRUMENT AND ACKNOWLEDGED TO ME THAT THEY EXECUTED THE
648.50 FEET; SAME.
AS OWNER OF LOT 23, BLOCK 3 UPON RECORDING
THENCE 295.00 FEET ALONG THE ARC OF SAID CURVE, WITH A CENTRAL ANGLE OF 26°0348", IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST
SUBTENDED BY A CHORD BEARING S. 76045'14"E.,292.46 FEET; ABOVE WRITTEN.
THENCE S. 6304320"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 CHORD BEARING S. 76045'14"E.,248.71 FEET;
THENCE S.89°47'08"E.,246.67 FEET;
RESIDING AT
THENCE N. 6305753"E.,33.91 FEET;
MY COMMISSION EXPIRES
THENCE S. 89°47'08"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. 28°5725"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
THENCE S.28°5725"E.,227.06 FEET; 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 S. 89°4708"E., 149.30 FEET TO THE EAST LINE OF SAID S112 OF THE NW114; 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.
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;
THENCE N. 0001252"E.,PARALLEL WITH SAID WEST LINE,29.00 FEET,• a 11574 c
JEFF BEAGLEY a' �10/24/22. to P.L.S.11574
THENCE N. 34°09'S7"W.,23.02 FEET; .��OF
THENCE
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THENCE N. 00012'52"E.,PARALLEL WITH SAID WEST LINE, 13.42 FEET; BE AGy��
THENCE S. 89°47'08"E.,251.40 FEET;
THENCE S. 00012'52"W., PARALLEL WITH SAID WEST LINE, 7.00 FEET;
THENCE S.8904708"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; �/T T FAX (208) 398-8105
THENCE N. 8904708"W., 74.08 FEET;
THENCE N. 6300822"W.,24.53 FEET;
�cn�5ur�eyincy, ��C WWW.SAWTOOTHLS.COM
THENCE N. 8904708"W.,309.29 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT WITH A RADIUS
OF 540.00 FEET; SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#:
6 OF 7 912022 AR JB 19446 19446-FP
SKYBREAK SUBDIVISION NO. 1 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 , 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
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 , 2022.
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 , 2022, 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.
CIA 11574 EMMETT, ID 83617
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9001, of 19� ,. �� (208) 398-8104
BEAG�' FAX (208) 398-8105
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�C Cu��eyir�q CC C WWW.SA WTOOTHLS.COM
SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#:
7 OF 7 912022 AR JB 19446 19446-FP