HomeMy WebLinkAboutfinal plat w.signature sheet WINDROW SUBDIVISION NO. 3 BOOK , PAGE
LOCATED IN THE SW114 OF THE SpW114 OF SECTION 25 PLAT NOTES U T. 3 N., R. 1 W., .M., 1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND 9• THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT
CITY OF MERIDIAN ADA COUNTY IDAHO PROPERTY DRAINAGE IS HEREBY RESERVED ALONG THE FOLLOWING: INSTRUMENT NO. 2024-019824.
/ / -TEN(10)FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY AND REAR LOT 10. THIS SUBDIVISION SHALL BE SUBJECT TO COVENANTS, CONDITIONS AND
TOTS LINES OR AS DEPICTED RESTRICTIONS TO BE RECORDED AT A LATER TIME AND MAY BE AMENDED
TEN(10)FOOT WIDE ADJACENT TO THE PUBLIC RIGHT OF WAYS OR AS FROM TIME TO TIME.
DEPICTED
-FIVE(5)FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR SIDE LOT 11.A PORTION OF LOT 6,BLOCK 3 AND A PORTION OF LOTS 1, 6,BLOCK
LINES OR AS DEPICTED ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE
A PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HEREBY RESERVED SYSTEM. THIS LOT IS ENCUMBERED BY THE FIRST AMENDED MASTER
SCALE ALONG THE FOLLOWING: PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER
-TEN(10)FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES 10,2015 AS INSTRUMENT NO.2015-103256,ADA COUNTY RECORDS,AND
60 0 30 60 120 INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL(THE
OR AS DEPICTED "MASTER EASEMENT'). THE MASTER EASEMENT AND THE STORM WATER
TTTsiiiiiiiiiiii FIVE(5)FOOT WIDE SIDE LOT LINES OR AS DEPICTED DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION
(FEET) 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND
1 INCH=60 FT.
TO FARM ACT, WHICH STATES"NO AGRICULTURAL OPERATION, MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM.
AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A 12. THE BOTTOM OF STRUCTURAL FOOTING SHALL BE SET A MINIMUM OF
NUISANCE,PRIVATE OR PUBLIC, BY ANY CHANGED CONDITION IN OR ABOUT 12-INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUND WATER
THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN ELEVATION.
1/4 OPERATION FOR MORE THAN ONE(1)YEAR, WHEN THE OPERATION,FACILITY
26 25 OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS THIS DEVELOPMENT IS SUBJECT TO AN ACHD SIDEWALK EASEMENT INST.
PLS 13934 CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN 13.13. THIS XXXX.
CP&F 2025-054801 A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF
BLOCK 10 AN AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION 14. THIS DEVELOPMENT IS SUBJECT TO THE CITY OF MERIDIAN SANITARY
- THEREOF."
i I 1 WINDROW ` j � � _ � SEWER AND WATER MAIN EASEMENTS INST. NOS. TOTS-XXXX,TOTS-XXXX,&
BLOCK 9 SUBDIVISION N0. 2 _ - _ 2026-XXXX.
BOOK 13x, PAGES � _ � DR,IVE � 3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST
- xx _ RDUTEgURN RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN 15. THIS DEVELOPMENT IS SUBJECT TO A SLOPE EASEMENT FOR THE
_ AT THE TIME OF RESUBDIVISION.
I W ROUTEBURN DRIVE - \w CALKINS LATERAL,AS SHOWN HEREON, WHICH WILL BENEFIT THE BOISE
19 PROJECT BOARD OF CONTROL AND BE MAINTAINED BY WINDROW
�- - - - - - - - - - � - � � f' 4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION HOMEOWNERS ASSOCIATION,INC.
- - - - 79°31' E=25` SHALL BE IN COMPLIANCE WITH TITLE 11 OF MERIDIAN CITY CODE.
_ _ _ _ _ _ BLOCK 8 1 N 9 _-- 1 \ ` 16. DIRECT LOT ACCESS TO S. LINDER ROAD IS PROHIBITED.
5. LOTS 6, 11, 12,21,26,BLOCK 3,LOT 12,BLOCK 4,AND LOTS 1, 6,BLOCK
L2 ° \ 11 ARE RESERVED AS COMMON AREA ARE SUBJECT TO BLANKET CITY OF
I o `- rn i 17. LOTS 9-11 BLOCK 3 WILL TAKE ACCESS FROM LOT 12 BLOCK 3. LOTS
o µ No MERIDIAN IRRIGATION AND PROPERTY DRAINAGE EASEMENT,ARE ' ' '
G `^ �^ NON-BUILDABLE LOTS,AND ARE OWNED AND MAINTAINED BY WINDROW 18-20, BLOCK 3 WILL TAKE ACCESS FROM LOT 21, BLOCK 3. THESE COMMON
S 89°28'32"E 296.00' �!' in o DRIVEWAYS ARE FOR THE PURPOSE OF INGRESS/EGRESS,SHALL CONTAIN
o -- __ -_ _- __ __ _ HOMEOWNERS ASSOCIATION INC.
---- 94.50''---- 1 25.00' 46.00' 46.00' 46.00' 38.50' \ o r,\ 20 �.6,\ \ s IS BLANKET TYPE WATER,SEWER,AND UTILITY EASEMENTS AND SHALL RUN
° ' I F-----� F-----� r-----� r----��'l o\ 139 6 \ WITH THE LAND. THESE COMMON DRIVEWAYS/LOTS SHALL BE CONSTRUCTED
I ( \ E q / 6. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO.
I I I I I I I ql° ���\ A
IN ACCORDANCE WITH UDC XX XX XX AND BE PAVED A MINIMUM OF 20 FEET
to I I I 029' / TOTS XXXX.
of to O1 I o I o I o I n ,N 68 BLOCK 5 WIDE WITH SURFACE CAPABLE OF SUPPORTING 75,000 LBS. COMMON
coI 20 IE n I uli I uli I ui I a \ DRIVEWAYS/LOTS SHALL BE OWNED AND MAINTAINED BY WINDROW
1 d I 1 r� �' C� �''�/ \ \ 7. THE LANDS INCLUDED IN THIS PLAT ARE LOCATED IN THE NEW YORK
1 I I ------J N I I j `o �'� \\ \\ / IRRIGATION DISTRICT SERVICE AREA 208-922-5608. IRRIGATION WATER WILL HOMEOWNERS ASSOCIATION,INC.
I I - I - I - \ 20•y \ 17 BE PROVIDED TO ALL LOTS THROUGH A GRAVITY/PRESSURE IRRIGATION
r-S 89°2832"E 104.50'-1 - 21 N 22 I 23 I 24 I N 25 26 y,5' 21 DELIVERY SYSTEM WHICH HAS BEEN APPROVED PURSUANT TO SECTION
cc \\ 13 �,\ 31-3805(4),IDAHO CODE. THE PURCHASER OF EACH LOT SHALL REMAIN
A I I o� 10 0 1 o I o I o I M \ �\ ro 6y1 E ��\ \ s WINDROW
1^ j 9 I^ " o I o I o I o 1 0 �\ °y `\ \ \ SUBJECT TO ALL ASSESSMENTS LEVIED BY NEW PORK IRRIGATION DISTRICT.
SUBDIVISION N0. 2 ALL UNPAID IRRIGATION ENTITY ASSESSMENTS AREA LIEN ON THE LAND.
1 O I I I M cpn � Y)i � Y)i I cpn 1 op \ o, �o 61 ` Or' PAGES
° I I \ � \ \ BOOK 13x,
a' L--------------J o I I I I I I I BLOCK 3 I �18 `y \ �' �' \ xx
o I _J L-____J L-____J L______j C40 • V' �.' s \ \ 8. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS
W I 1 r-S 89°28'32"E 104.50'- �,�3j 46.00' 46.00' 29.40' C39 \`/ 16 THE RESPONSIBILITY OF THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS
A C3 1 \ 22 \ c's`� ASSUMED BY AND IRRIGATION/DRAINAGE ENTITY.
I 8 j O \
oI Ioo r� � 121.40' �n �� � I ^ y /
a I ( � 18 i •N W. KESUGI ST. _ �' �23 L20 \ 205 \\ 1395
N 8902832"W 121.40' - - C41
L--------------J c" \
N 121.40' o C42 Gky �\ yo
1 r-S 89°28'32"E 104.50'-- G Cq4 -. \ y �� \ \ 15
1 I / 45.00' 45.00' 31.40' C43
I op�I1 �oCn j (•�� C3 l IIr-----�I r-----�I r----rI - II \ � �i\
♦ -- LEGEND
r
17 \ ,� 23 SUB DIVISION BOUNDARY LINE
o o Lri
1 L--------------Jr6 7 o o o \ r�1 Cs\ o5i oA�T�\\\ LOT LINE
I r-S 89°2832"E 105.00-1 � CENTERLINE8 24 ------------ PUBLIC UTILITY,IRRIGATION,AND DRAINAGE EASEMENT16i
<
I BLOCK 3 \ . 1 LOT NUMBER�O VL-- --J I
FOUND ALUMINUM CAP
w N r-S 89°28'32"E 105.00'- I ° o I - I S 8902832"E 192.00' I I I 7 �/��
1 o O " L____-J -------
L_______ 6 Qo FOUND 518"REBAR/CAP PLS 11574 OR AS NOTED
w I W 1 o I I o p E, �\, 45.00' 45.00' 45.00' 57.00' \ ' \ 25 'y
Gt co oo I^I 15 I^ 1.04 ca 6000' � O•
FOUND 112"REBAR/CAP PLS 11574
r------- -oo <
'y
SET 518"REBAR/CAP PLS 11574
o ' o L--------------J W o i i BLOCK 11
I o o o I I M I I I Lll ` C o� SET 112"REBAR/CAP PLS 11574
a o i-S 8902832"E 105.00'-I- (7 V) o I I o I opt I \�� F------I \ ss`\\ ,�/,�1 _ _
z 1 0l to 1 1 I o I \1 \ �� �1ZZZT_T ACHD STORM DRAINAGE,SEE NOTE 11
O p p I N
I�i 14 i 0 2 i 3 i I � I � I a o r- - - - - - -
co I I I _ _ _ _ _ _ 1 SLOPE EASEMENT,SEE NOTE 15
I I I o L- - - - - -
L--------------J 1 N I N 4 1
20.5'1 20.5' 1 I o I I 5 I 6 I ° t� �.S ACHD PERMANENT EASEMENT,SEE NOTE 13
r-S 89°28'32"E 105.00'- • 1 1 op I o i �+ I I o
j I C I I I j I o I I CITY OF MERIDIAN SEWER/WATER EASEMENT,SEE NOTE 16
I� 13 IW �s ------J L-- I 1 �n I ° I M \ 1p
1 a \� L25 C19 L I 1 I p I p ° r
C18 p \ C
L----------------� G in Cj>_,, I 1 I I cn �
I I v
I S 89°2832"E 104.41' k' A ��' N L22 C16 CIS-J IL- -- L-------J o
C20 h C14 28.18' 1 60.00' 85.59' C5
0 12o Ln ti
C13 in 173.77' ro.o O �Z
I S 8902832"E 124.03' o b�
ti3 c " C2z `' N W. FANTHORPE DR. �6, ro\"d, lr \
1 1 34.03' 45.00' 45.00' dy C28 L24 C24 '� CIZ -• • - - - - tr `
r-----� r-----� r-----� r-------1 - /C23 C21 Cll in N 8902832"W 173.77' Cl - .W
I N I I I M i BLOCK 3 n1 �9 npi 163.09'
u�
1 0 l o l o l o l a 60.00' 60.00' 43.09' C9 l ° O Z
1 1 1 I o 6 - .11.14' I �0 r---------I r--------� F -------� r� 1 �O co
1- I I I I W h I I I I I I 1 1 _Q
I N I I I I r--S 8902832"E 114.97'--� I M b BLOCK 4 1 o I o I �, ro SEE SHEET 2 OF 4 FOR NARRATIVE,
I1d I 10 t I 9 t I 8 t I 7 v I I- o I o I o I I M
I of to Ln I Ln I ui I � 0 A
1 REFERENCES AND LINE/CURVE TABLES
f i
o I o I o I o I o �I 5 I� 0
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1 cn Cc
cn cn cn L--S 89°2832"E 114.97'--J ,� I M 12 � I1 I o0 10 I 9 I 8
I F' ° i i I N i I co w55
I I I I I I I _______________ o
J L_____J L-____-i L__ __J _� 1 a p M ' WWW.SAWTOOTHLS.COM
S 89°32'32"E 73.00' 34.04' 45.00' 45.00' 45.00' 58.00' o I 1- d l o l o l o l 0 1 1" O �-C
° - J ° -- -- - PLS5617 °"� 4 1 I p I to 11574
POINT OF N 89 3232 W 227.04 ^ I� I i I i i I 1 0 7 a" s/ro/z� 2030 S. WASHINGTON AVE.
I I I
Lo
BEGINNING -i L_______J L_______J L-------- _J 9 I L------114.96'------J 20.50'20.50' 60.00' 60.00' 60.00' 60.00' �. OF FAX (208) 398-8105
UNPLATTED o -- N 89°28'32" W 155.96' ° °L(o __ _ o -- - -- ° �'�
N 89 2832 W 240.00 BLOCK 4 F BEAG�' �A4v (208) 398-8104
LS 737 I 3 BLOCK 3 WINDROW SUBDIVISION N0. 1 3 I 4 5 6
26 25 CP&F2023-028668 - o BOOK 131, PAGES 61-65_ _ 1/_4 25 � V V �OO/ EMMETT, ID 83617
--- --- --- --- --o --- --- --- --- --- --- ---
35 36 S 89 2832"E 114.96' W 1/16 W. AMITY RD. N 89032 PLS 11574
33"W 1670.89' 3�
PLS 5617 L�n�SUr�e\%nq, LLC
CP&F 2025-057326 CP&F 2025-054800
SHEET., DATE: DRAWN BY: CHECKED BY: JOB#: DWG#:
1 OF 4 512026 AR JB 126095 126095-FP
WINDROW SUBDIVISION NO. 3 BOOK , PAGE
LOCATED IN THE SW114 OF THE SW114 OF SECTION 25
T. 3 N., R. 1 W., B.M.,
CITY OF MERIDIAN, ADA COUNTY, IDAHO
2026
CURVE TABLE
CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH
CI 24.14' 1673.22' 004936" N 50049'18"E 24.14'
C2 311.91' 483.50' 3605745" S 3304957"E 306.53' REFERENCES:
C3 11.60' 320.50' 200426" N 5105225"W 11.60'
C4 31.38' 284.50' 6019'08" S 49045'04"E 31.36' R1) RECORD OF SURVEY NO. 7287
C5 43.24' 79.50' 31010'00" S 7405628"W 42.71' R2) RECORD OF SURVEY NO. 2740
C6 54.40' 100.00, 31010'00" S 7405628"W 53.73' R3) RECORD OF SURVEY NO. 12859
C7 65.55' 120.50' 31010'00" S 7405628"W 64.74' R4) RECORD OF SURVEY NO. 13794
C8 48.58' 120.50' 23006'00" S 7005428"W 48.25' R5) WARRANTY DEED INST. NO. 2025017106
C9 16.97' 120.50' 8004'00" S 8602928"W 16.95' R6) WINDROW SUBDIVISION NO. 1, BOOK 131, PAGES 61-65
CIO 84.86' 300.00' 1601222" N 8102221"W 84.57'
Cll 24.85' 300.00" 404443" N 87006'10"W 24.84'
C12 60.01' 300.00' 11°27'39" N 7805959"W 59.91'
C13 79.06' 279.50' 16012'22" N 8102221"W 78 79'
C14 31.89' 279.50' 6032'12" N 8601226"W 31.87' SURVEYOR NARRATIVE
C15 47.17' 279.50' 9040'10" N 78006'15"W 47.11'
C16 90.65' 320.50' 1601222" S 8102221"E 90.35' THIS SURVEY IS BEING COMPLETED AT THE REQUEST OF THE PROPERTY OWNERS TO
C17 14.29' 320.50' 203320" N 7403249"W 14.29' SUBDIVIDE INTO RESIDENTIAL LOTS.
C18 60.71' 320.50' 10051'14" N 81°15'06"W 60.62'
LINE TABLE C19 15.65' 320.50" 204749" N 88004'37"W 15.64' THE PROPERTY BEING SUBDIVIDED IS A PORTION OF THE PROPERTY AS SURVEYED
LINE BEARING DISTANCE C20 84.86' 300.00' 1601222" N 8102221"W 84.57' WITH RECORD OF SURVEY NO. 13794. ALL SECTIONAL MONUMENTS WERE FOUND AS
Ll N 4503128"E 14.14' C21 34.32' 320.50' 6008'07" N 76020'13"W 34.30' SHOWN ON SAID SURVEY AND USED FOR THIS SUBDIVISION. FOR ADDITIONAL
L2 N 75034'14"E 49.00' C22 79.06' 279.50' 1601222" N 8102221"W 78.79' BOUNDARY INFORMATION SEE SAID RECORD OF SURVEY NO. 13794.
L3 S 52018'49"E 20.42' C23 71.89' 279.50' 14044'12" N 80038'16"W 71.69'
L4 S 3700522"W 36.00' C24 7.17' 279.50' 1°28'10" N 8804427"W 7.17'
L5 S 13019'09"W 24.93' C25 46.34' 29.50' 90000,00" N 4402832"W 41.72'
L6 N 81°52'51"W 15.13' C26 78.54' 50.00' 90000,00" N 4402832"W 70.71'
L7 N 00031'14"E 26.85' C27 110.74' 70.50' 90000,00" N 4402832"W 99.70'
L8 S 4903636"W 19.85' C28 6.48' 70.50' 5016'02" N 86050'31"W 6.48'
L9 N 3902624"W 16.70' C29 32.47' 70.50' 26023'30" N 71000'45"W 32.19'
L10 N 4402832"W 14.14' C30 34.58' 70.50' 2800625" N 4304548"W 34.24'
Lll N 8902832"W 50.00' C31 37.20' 70.50' 30014'03" N 1403533"W 36.77'
L12 N 68002'36"W 51.57' C32 46.34' 29.50' 90000,00" N 4503128"E 41.72'
L13 S 5403446"W 17.87' C33 78.54' 50.00' 90000,00" N 4503128"E 70.71'
L14 S 6402126"W 11.34' C34 110.74' 70.50' 90000,00" N 45031'28"E 99.70'
L15 N 64012'58"W 8.01' C35 31.08' 70.50' 25015'34" N 13009'15"E 30.83'
L16 N 30005'38"W 11.55' C36 36.98' 70.50' 30003'19" N 4004842"E 36.56'
L17 N 63048'09"E 39.37' C37 42.68' 70.50' 34041'07" N 73010'55"E 42.03'
L18 N 63048'09"E 6.69' C38 60.40' 129.50' 26043'19" N 77009'49"E 59.85'
L19 N 29049'18"E 21.68' C39 19.17' 129.50' 802852" N 86017'02"E 19.15'
L20 S 82013'00"E 21.68' C40 41.23' 129.50' 1801427" N 7205523"E 41.05'
L21 N 4402832"W 14.14' C41 69.96' 150.00' 26043'19" N 77009'49"E 69.33'
L22 S 8902832"E 44.36' C42 79.52' 170.50' 26043'19" N 77009'49"E 78.80'
L23 N 63048'09"E 6.69' C43 13.61' 170.50' 403429" N 88014'14"E 13.61'
L24 S 8902832"E 44.36' C44 59.18' 170.50' 19053'10" N 7600024"E 58.88'
L25 N 8902832"W 44.36' C45 6.73' 170.50' 2015'40" N 6405559"E 6.73' Aq
C46 436.55' 650.00' 3802852" S 33040'12"E 428.39'
C47 303.05' 650.00" 2604247" S 39033'14"E 300.31' a 11574
C48 133.50' 650.00' 11046'05" S 20018'48"E 133.27' W to 4/2s/26
C49 422.79' 629.50' 3802852" S 33040'12"E 414.88'
C50 78.88' 629.50' 7010'48" S 18001'10"E 78.83' 9.,G- OF Vol
C51 71.18' 629.50' 602844" S 24050'56"E 71.15' ��FF'BEAG�'��
C52 71.18' 629.50' 602843" S 31°19'39"E 71.14'
C53 71.18' 629.50' 602844" S 3704823"E 71.14'
C54 71.77' 629.50' 6031'57" S 44018'43"E 71.73'
C55 58.59' 629.50' 5019'56" S 50014'40"E 58.56'
C56 51.93' 483.50' 6009'15" S 1802542"E 51.91'
C57 55.23' 483.50' 603244" S 24046'41"E 55.20'
C58 55.23' 483.50' 603244" S 3101925"E 55.20'
C59 55.23' 483.50' 603244" S 37052'08"E 55.20'
C60 55.68' 483.50' 603554" S 4402627"E 55.65'
C61 38.60' 483.50' 403426" S 50001'36"E 38.59'
C62 104.06' 665.50' 805731" S 1805432"E 103.95'
C63 277.64' 665.50' 23054'13" S 40057'31"E 275.64'
WWW.SAWTOOTHLS.COM
2030 S. WASHINGTON AVE.
FAX (208) 398-8105
(208) 398-8104
� VV ��OTy�y EMMETT, ID 83617
C�C Cur�eyiny CC
SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#:
2 OF 4 412026 AR JB 126095 126095-FP
WINDROW 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 THENCE N. 8902832"W., PARALLEL WITH SAID SOUTH LINE, 155.96 FEET TO A 5/8"REBAR SS
REAL PROPERTY AS DESCRIBED BELOW AND IT IS OUR INTENTION TO INCLUDE SAID WITH CAP PLS 11574, COUNTY OF ADA
PROPERTY IN THIS SUBDIVISION PLAT.
THENCE LEAVING SAID NORTHERLY BOUNDARY, N. 0°31'14"E., 26.85 FEET TO A 5/8"REBAR
THE OWNERS FURTHER CERTIFY, THAT ALL LOTS IN THIS SUBDIVISION WILL RECEIVE WITH CAP PLS 5617; ON THIS_DAY OF 2026, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID
DOMESTIC WATER FROM THE CITY OF MERIDIAN, IDAHO MUNICIPAL WATER SYSTEM, STATE, PERSONALLY APPEARED JIM CONGER, KNOWN OR IDENTIFIED TOME TO BE A MANAGER OF F111, LLC. AN
INCORPORATED AND THAT THE CITY OF MERIDIAN, IDAHO, HAS AGREED IN WRITING TO THENCE N. 89°3232"W., PARALLEL WITH SAID SOUTH LINE, 227.04 FEET TO THE POINT IDAHO LIMITED LIABILITY COMPANY, THAT EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY
SERVE ALL OF THE LOTS IN THIS SUBDIVISION. (I.C. 50-1334) OF BEGINNING. COMPANY,AND ACKNOWLEDGED TO ME THAT SUCH LIMITED LIABILITY COMPANY EXECUTED THE SAME.
THE OWNERS FURTHER CERTIFY, THAT SURFACE WATER FOR IRRIGATION IS REASONABLY SAID PARCEL CONTAINS 7.917 ACRES MORE OR LESS. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST
AVAILABLE, PER SECTION 67-6537, IDAHO CODE,AND THAT THEY ARE IN COMPLIANCE WITH ABOVE WRITTEN.
SECTION 31-3805, IDAHO CODE.
THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE
RIGHT TO USE SAID EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES AND FOR ANY NOTARY PUBLIC FOR IDAHO
OTHER USES AS DESIGNATED HEREON, AND NO PERMANENT STRUCTURES ARE TO BE FI11, LLC
ERECTED WITHIN THE LINES OF SAID EASEMENTS.
JIM CONGER, MANAGER RESIDING AT
THE PUBLIC STREETS,AS SHOWN ON THIS PLAT, ARE HEREBY DEDICATED TO THE PUBLIC. MY COMMISSION EXPIRES
BASIS OF BEARINGS IS N. 003128"E. BETWEEN A FOUND BRASS CAP LS 737, MARKING
THE SOUTHWEST CORNER OF SECTION 25 AND A FOUND ALUMINUM CAP PLS 13934
MARKING THE 1/4 CORNER COMMON TO SECTIONS 25 AND 26, T. 3 N., R. 1 W., B.M., CITY
OF MERIDIAN,ADA COUNTY, IDAHO.
CHALLENGER DEVELOPMENT INC.
A PARCEL OF LAND LOCATED IN THE SW1/4 OF THE SW1/4 OF SECTION 25, TOWNSHIP 3 COREY BARTON, PRESIDENT
NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF WINDROW SUBDIVSION NO. 2,AS SHOWN IN
BOOK XXX OF PLATS,AT PAGES XXX-XXX,ADA COUNTY RECORDS;
THENCE N. 0031'28"E., COINCIDENT WITH THE EASTERLY BOUNDARY OF SAID WINDROW
SUBDIVISION NO. 2 AND PARALLEL WITH THE WEST LINE OF SAID SW1/4 OF THE SW1/4,A
DISTANCE OF 517.25 FEET TO A 5/8"REBAR WITH CAP PLS 11574; ACKNOWLEDGMENT
THENCE N. 45031'28"E., CONCIDENT WITH THE SOUTHERLY BOUNDARY OF SAID WINDROW
SUBDIVISION NO.2,A DISTANCE OF 14.14 FEET TO A 5/8"REBAR WITH CAP PLS 11574; STATE OF IDAHO
SS
THENCE COINCIDENT WITH SAID SOUTHERLY BOUNDARY THE FOLLOWING FOUR (4) COUNTY OF ADA
COURSES AND DISTANCES:
THENCE S. 8902832"E., 296.00 FEET TO A 5/8"REBAR WITH CAP PLS 11574 AND THE ON THIS_DAY OF , 2026, BEFORE ME, THE UNDERSIGNED,A NOTARY PUBLIC IN AND FOR SAID
BEGINNING OF A CURVE TO THE RIGHT, STATE, PERSONALLY APPEARED COREY BARTON, KNOWN OR IDENTIFIED TO ME TO BE A PRESIDENT OF CHALLENGER
DEVELOPMENT INC., THAT EXECUTED THE INSTRUMENT ON BEHALF OF SAID CORPORATION,AND ACKNOWLEDGED
THENCE 24.14 FEET ALONG THE ARC OF SAID CURVE, WITH A RADIUS OF 1673.22 FEET, TO ME THAT SUCH CORPORATION EXECUTED THE SAME.
HAVING A CENTRAL ANGLE OF 004936", SUBTENDED BY A CHORD BEARING N. 50049'18"E.,
24.14 FEET TO A 5/8"REBAR WITH CAP PLS 11574; A WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST
ABOVE WRITTEN.
THENCE N. 75034'14"E., 49.00 FEET TO A 5/8"REBAR WITH CAP PLS 11574;
THENCE N. 79031'59"E., 140.25 FEET TO A 5/8"REBAR WITH CAP PLS 11574 TO THE
BEGINNING OF A CURVE TO THE LEFT;
NOTARY PUBLIC FOR IDAHO
THENCE 311.91 FEET ALONG THE ARC OF SAID CURVE, COINCIDENT WITH THE RESIDING AT
SOUTHEASTERLY BOUNDARY OF SAID WINDROW SUBDIVISION NO. 2, WITH A RADIUS OF
483.50 FEET, HAVING A CENTRAL ANGLE OF 3605745", SUBTENDED BY A CHORD BEARING S. MY COMMISSION EXPIRES
33049'57"E., 306.53 FEET TO A 5/8"REBAR WITH CAP PLS 11574 ON THE NORTHERLY
BOUNDARY OF WINDROW SUBDIVISION NO. 1, AS SHOWN IN BOOK 131 OF PLATS AT PAGES
61-65,ADA COUNTY RECORDS;
THENCE S. 52018'49"E., COINCIDENT WITH SAID NORTHERLY BOUNDARY, 20.42 FEET TO A
5/8"REBAR WITH CAP PLS 11574;
THENCE S. 37041'11"W., COINCIDENT WITH SAID NORTHERLY BOUNDARY, 140.03 FEET TO
A 5/8"REBAR WITH CAP PLS 11574 AND THE BEGINNING OF A CURVE TO THE LEFT;
THENCE COINCIDENT WITH SAID NORTHERLY BOUNDARY THE FOLLOWING TWO(2)
COURSES AND DISTANCES:
THENCE 11.60 FEET ALONG THE ARC OF SAID CURVE, WITH A RADIUS OF 320.50 FEET,
HAVING A CENTRAL ANGLE OF 2004'26", SUBTENDED BY A CHORD BEARING N. 51°5225"W.,
11.60 FEET TO A 5/8"REBAR WITH CAP PLS 11574; CERTIFICATE OF SURVEYOR:
THENCE S. 3700522"W., 36.00 FEET TO A 5/8"REBAR WITH CAP PLS 11574 AND THE
BEGINNING OF A CURVE TO THE RIGHT, 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 LEAVING SAID NORTHERLY BOUNDARY, 31.38 FEET ALONG THE ARC OF SAID SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS
CURVE, COINCIDENT WITH THE WESTERLY BOUNDARY OF SAID WINDROW SUBDIVISION NO. PLATTED THEREON,AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS, SURVEYS AND
2, WITH A RADIUS OF 284.50 FEET, HAVING A CENTRAL ANGLE OF 6019'08", SUBTENDED BY CORNER PERPETUATION AND FILING ACT, IDAHO CODE 55-1601 THROUGH 55-1612.
A CHORD BEARING S. 49045'04"E., 31.36 FEET TO A 5/8"REBAR WITH CAP PLS 11574;
THENCE COINCIDENT WITH SAID WESTERLY BOUNDARY THE FOLLOWING THREE(3)
COURSES AND DISTANCES:
THENCE S. 13019'09"W., 24.93 FEET TO A 5/8"REBAR WITH CAP PLS 11574;
THENCE S. 3003832"E., 69.11 FEET TO A 5/8"REBAR WITH CAP PLS 11574; 2030 S. WASHINGTON AVE.
11574 EMMETT ID 83617
THENCE S. 0°31'28"W., 108.34 FEET TO A 5/8"REBAR WITH CAP PLS 11574; JEFF BEAGLEY aa' 4/2912-6 � P.L.S.11574 ,
THENCE LEAVING SAID WESTERLY BOUNDARY, N. 8902832"W., COINCIDENT WITH SAID `� i. �/ L (208) 398-8104
NORTHELRY BOUNDARY AND PARALLEL WITH THE SOUTH LINE OF SAID SW114 OF THE �� �F I� �'� FAX (208) 398-8105
SW1/4,A DISTANCE OF 240.00 FEET TO A 5/8"REBAR WITH CAP PLS 11574; F BENG w1ro 0�
THENCE COINCIDENT WITH SAID NORTHERLY BOUNDARY THE FOLLOWING TWO(2) �G/7d�UNey%f7 ��C WWW.SAWTOOTHLS.COM
COURSES AND DISTANCES:
J
THENCE N. 81°52'51"W., 15.13 FEET TO A 5/8"REBAR WITH CAP PLS 11574; SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#:
2 OF 3 412026 AR JB 126095 126095-FP
WINDROW 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 , 2026 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 12026.
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 I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY SSAPPROVE 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 2026, A.D., AND WAS DULY RECORDED IN BOOK OF
PLATS AT PAGES , THROUGH , INSTRUMENT NUMBER
CITY ENGINEER DATE
DEPUTY EX-OFFICIO RECORDER
tiCIE 2030 S. WASHINGTON AVE.
a 11574 � EMMETT, ID 83617
4/28/26
OF 1� .. e x (208) 398-8104
OFF BEA��' _��ZwTooz�l FAX (208) 398-8105
cC CuNeyi�y CC C WWW.SAWTOOTHLS.COM
SHEET. DATE: DRAWN BY: CHECKED BY: JOB#: DWG#:
3 OF 3 412026 AR JB 126095 126095-FP