HomeMy WebLinkAboutALL SHEETS ADERO PARK SUBDIVISION NO. 2 BOOK , PAGE
BAINLOCATED IN THE NE114 OF THE SE114 OF SECTION 27, T. 4 N., R. 1 W., B.M.,
BOOK BRID5 E PAGES�17189-17SION 0193 I I z I CITY OF MERIDIAN, ADA COUNTY, IDAHO
BAINBRIDGE SUBDIVISION NO. 9 I c
Cl/4 CORNER 1 2026
BOOK 116, PAGES 17641-17645 BAINBRIDGE SUBDIVISION NO. PLAT NOTES
BASIS OF BEARING
PLS 10279 � POINT OF S 89°21'10"E 2651.04' � � � 10 BOOK 118, PAGES 1/4 CORNER
CPF#2020-099180 18069-18071 PLS 11574
BEGINNING _ S 89°21'10°E 556.97' Z CPF#2025-069277 1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE IS HEREBY RESERVED ALONG THE
1716.84' -- - �- ___ FOLLOWING:
\\� � C \24 �`\����-`\\L1, �37\7.23'\� 27 26 TEN(10')FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED
_ J� y��1� -TEN(10)FOOT WIDE ADJACENT TO THE PUBLIC RIGHT OF WAYS OR AS DEPICTED
} 816.45' ^1 I BLOCK 11 292.23' I -THREE(3)FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR SIDE LOT LINES OR AS DEPICTED
30' J *-�114
BLOCK 3 23 • 30'MCMULLEN LATERAL
WEASEMENT,SEE NOTE 16 A PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HEREBY RESERVED ALONG THE FOLLOWING:
13 12 11 10 9 8 7 6 5 4 3 2 I y -TEN(10)FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED
i
22 1 I -THREE(3)FOOT WIDE SIDE LOT LINES OR AS DEPICTED
^� Iv UNPLATTED
O 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT, WHICH STATES"NO AGRICULTURAL
o W. ANATOLE STREET 21 Z4 I i OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED
Z I - - - - - - - •�s 1 • CONDITION IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE
• / �` 5.0 \O L6 I ^ _ (1)YEAR, WHEN THE OPERATION,FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE
�t 1 9 y 20 Gi PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN
W. MALTA DRIVE 1 N i AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF."
I 8 BLOCK 2 10 y L13 I • _ -� •I 1 0 `O
2 W' 19 �/ - G o�oo L9 I O 3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF
18
y L1111 •�,ti MERIDIAN AT THE TIME OF RESUBDIVISION.
3 7 11 /� /
0 1 / I y i 4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE 11 OF MERIDIAN
z, /�f 4 d 6 12 0 /�� y CITY CODE.
E" rQ
N I E- 5 13 17 / 5. LOTS 14,24, BLOCK 1,LOTS 1, 9, BLOCK 2, LOTS 1,2, 14, BLOCK 3, LOTS 1, 10,BLOCK 4,AND LOT 1, BLOCK 5 ARE RESERVED AS
UNPLATTED W
5 U / I COMMON AREA ARE SUBJECT TO BLANKET CITY OF MERIDIAN IRRIGATION AND PROPERTY DRAINAGE EASEMENT ARE NON-BUILDABLE
LOTS, AND ARE OWNED AND MAINTAINED BY ADERO MASTER HOMEOWNERS ASSOCIATION,INC.
i I 6 4 14 16
a I Z z I 1 30'MCMULLEN LATERAL EASEMENT 6. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO. 2025-XXX.
I �
pp 7 1 3 15 1 15 7. THE LANDS INCLUDED IN THIS PLAT ARE LOCATED IN THE MCMULLEN LATERAL WATER USER ASSOCIATION SERVICE AREA
Z BLOCK 2 CO I 208-867-7631. IRRIGATION WATER WILL BE PROVIDED TO ALL LOTS THROUGH A GRAVITY/PRESSURE IRRIGATION DELIVERY SYSTEM
2 16 I `_ WHICH HAS BEEN APPROVED PURSUANT TO SECTION 31-3805(4).IDAHO CODE. THE PURCHASER OF EACH LOT SHALL REMAIN SUBJECT
8 I 1 ^ I
J TO ALL ASSESSMENTS LEVIED BY MCMULLEN LATERAL WATER USER ASSOCIATION.ALL UNPAID IRRIGATION ENTITY ASSESSMENTS ARE A
100.00, BLOCK 4 I
1 i ^� ,,-I LIEN ON THE LAND.
S 89°38F43_E_ 9 - 14 I • �' \i
_ 13 ry i 8. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER, UNLESS SUCH
I o y I RESPONSIBILITY IS ASSUMED BY AND IRRIGATION/DRAINAGE ENTITY.
y
33
� 9. THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT NO.2025-XXX.
I
i
N. LEVENHAM AVE. 10 9l 12 y
�' ' BLOCK 1 / / y 10. THIS SUBDIVISION SHALL BE SUBJECT TO COVENANTS,CONDITIONS AND RESTRICTIONS INST. NO. 2026-XXX AND MAY BE AMENDED
fi \ j 7 8 9 10 11 / I I FROM TIME TO TIME.t\
• 6
5 / y i 11. LOT 2,BLOCK 3 AND A PORTION OF LOT 10,BLOCK 4 ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM.
c� •w\i� /� I THIS LOT IS ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER
• i 4 y L� y 10,2015 AS INSTRUMENT NO. 2015-103256,ADA COUNTY RECORDS,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH
i y IN FULL(THE"MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD
3 _ N. ARIA WAY _ , / r fy PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM
WATER DRAINAGE SYSTEM.
C5 L15 y 12. THE BOTTOM OF STRUCTURAL FOOTING SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL
N
• / 1 !� y y
\ � / / I y GROUND WATER ELEVATION.
BLOCK 1 L68 UNPLATTED F\\ 8,
/ �(p _L70 y 13. THIS DEVELOPMENT IS SUBJECT TO AN ACHD SIDEWALK EASEMENT INST. NO.'s 2025 XXXX AND 2025 XXX.
5.00' I N 14. THIS DEVELOPMENT IS SUBJECT TO A CITY OF MERIDIAN SANITARY SEWER EASEMENT INST. NO. 2025-XXXX.
� \ 14 i / \� I NTS I� � I � �
/ 9 jJ L7 L W 16. THIS DEVELOPMENT IS SUBJECT TO IRRIGATION EASEMENTS FOR THE MCMULLEN AND HUDSON LATERALS INST. NO.'S 2025 XXX AND
• �\\ [� � 2025-XXX AS SHOWN HEREON, WHICH ARE TO BENEFIT AND BE MAINTAINED BY THE ADERO MASTER HOMEOWNERS ASSOCIATION,INC.
��� �16 A<9� �i [FIN 5.00' � IN
1 i • \ �l z N 17. THIS DEVELOPMENT IS SUBJECT TO A CITY OF MERIDIAN WATER MAIN EASEMENT INST. NO.'S 2025-XXX.
Lr) �J / v W o
o y J �; ��s`BLOCK 5 �' y • �Cb` 20'HUDSON LATERAL EASEMENT,SEE NOTE 16 I E" 18. THIS DEVELOPMENT IS SUBJECT TO A ROADWAY EASEMENT INST. NO.2025-XXX.
I
o �• '�019 � 1 / V y�1 Z i
�I I 19. THIS DEVELOPMENT IS SUBJECT TO A CITY OF MERIDIAN SEWER AND WATER MAIN EASEMENT INST. NO.'s 2025-XXXX.
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SUBDIVISION BOUNDARY LINE T LINE
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0o I o l I R6)BRIDGE SUBDIVISION NO. 8,BOOK 115,PAGES 17189-93 a 11574
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ADERO PARK SUBDIVISION NO. 2
_ S 89021'10"E 556.97'
POINT OF BEGINNING Q-- -- -- - -- -- -- -- -- -- -_�_
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LOT NUMBER
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BOOK , PAGE
ADERO PARK SUBDIVISION NO. 2
CURVE TABLE CURVE TABLE
CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH
Cl 102.49' 420.50' 1305756" S 07020'15"W 102.24' C101 36.75' 348.00' 6003'03" S 87019'46"W 36.73'
C2 117.95' 200.00' 3304727" N 66034'09"E 116.25' C102 36.75' 348.00' 6003'03" S 81°16'43"W 36.73'
C3 191.65' 160.00' 68037'50" S 34040'12"W 180.40' C103 36.75' 348.00' 6003'03" S 75013'41"W 36.73'
C4 314.16' 200.00' 90000,00" S 45021'17"W 282.84' C104 36.75' 348.00' 6003'03" S 6901038"W 36.73'
C5 120.39' 278.41' 2404633" S 78002'18"W 119.45' C105 36.75' 348.00' 6003'03" S 6300736"W 36.73'
C6 72.52' 269.00' 15026'50" S 41°53'05"W 72.30' C106 1 36.75' 348.00' 1 6003'03" S 57004 33"W 36.73'
C7 42.41' 269.00' 9001'58" S 1102623"W 42.36' C107 36.75' 348.00' 6003'03" S 5100131"W 36.73'
C8 209.93' 200.00' 6000828" S 30025'31"W 200.43' C108 36.75' 348.00' 6003'03" S 4405828"W 36.73'
C9 138.56' 132.00' 6000828" N 30025'31"E 132.28' C109 30.71' 348.00' 500322" S 39025'16"W 30.70'
CIO 140.97' 270.50' 29051'32" N 1403429"W 139.38' C115 63.03' 82.50' 4304639" N 21°32'02"W 61.51'
C11 138.91' 279.50' 2802833" N 4601528"E 137.49' C116 21.12' 489.00' 2028'30" N 5103828"E 21.12'
C12 91.58' 489.00' 10043'51" N 37023'08"E 91.45' C117 95.44' 489.00' 11°10'56" N 58028'11"E 95.28'
C13 59.36' 145.50' 2302226" N 31044'09"W 58.95' C119 7.54' 200.00' 2009'36" N 5902457"E 7.54'
C14 37.21' 104.50' 20024'13" N 09050'50"W 37.02' C120 49.30' 200.00' 1400723" N 5101628"E 49.17'
C15 188.94' 180.00' 6000828" N 30025'31"E 180.38'
C16 167.95' 160.00' 6000828" N 30025'31"E 160.34'
C17 471.24' 300.00' 90000,00" N 45021'17"E 424.26'
C18 94.62' 320.00' 1605627" N 08049'31"E 94.27'
C19 1 129.35' 300.00' 24042'14" N 1204224"E 128.35'
C20 341.89' 300.00' 6501746" N 5704224"E 323.69'
C21 149.10' 300.00' 2802833" N 4601528"E 147.57'
C22 112.82' 300.00' 21°3253" N 49043'19"E 112.16'
C23 36.27' 300.00' 6055'41" N 35029'02"E 36.25'
C24 477.00' 468.50' 58020'05" N 61011'14"E 456.66' LINE TABLE
C25 119.03' 468.50' 1403327" N 3901755"E 118.71' LINE BEARING DISTANCE
C26 196.27' 468.50' 24000'12" N 5803444"E 194.84' L1 S 00021'17"W 53.05'
C27 161.69' 468.50' 1904627" N 80028'03"E 160.89' L2 S 4001935"E 64.10'
C28 1 50.99' 125.00' 2302226" S 31°44'09"E 50.64' L3 N 49003'09"E 21.88'
C29 42.63' 104.50' 2302226" S 31°44'09"E 42.34' L4 S 8903843"E 31.00'
C30 149.05' 489.00' 1702751" S 59008'09"W 148.48' L5 S 4403843"E 25.46'
C31 75.96' 315.50' 1304742" N 5303554"E 75.78' L6 S 8903843"E 114.94'
C32 451.16' 448.00' 57042'01" N 61030'17"E 432.34' L7 N 3702259"E 20.11'
C33 22.87' 448.00' 2055'31" N 3400701"E 22.87 LS N 4402627"W 17.18'
C34 49.80' 448.00' 6022'10" N 3804552"E 49.78' L9 N 8903843"W 100.95'
C35 47.31' 448.00' 6003'03" N 4405828"E 47.29' L10 S 45021'17"W 25.46'
C36 47.31' 448.00' 6003'03" N 51°0131"E 47.29' L11 N 8903843"W 45.00'
C37 47.31' 448.00' 6003'03" N 5700433"E 47.29' L12 N 5304827"W 22.20'
C38 47.31' 448.00' 6003'03" N 63007'36"E 47.29' L13 N 8903843"W 32.75'
C39 47.31' 448.00' 6003'03" N 6901038"E 47.29' L14 S 00012'10"W 86.00'
C40 47.31' 448.00' 6003'03" N 75013'41"E 47.29' L15 N 89°40'02"W 76.15'
C41 47.31' 448.00' 6003'03" N 81°16'43"E 47.29' L15 S 49°31'01"W 76.15'
C42 47.31' 448.00' 6003'03" N 87019'46"E 47.29' L16 S 903 '01"E 77.81'
C43 110.74' 70.50' 90000,00" N 45021'17"E 99.70' L17 S 070 3'31"W 23.81'
C44 6.39' 70.50' 5011'34" N 87045'30"E 6.39' L18 S 57°40'40"W 45.81'
C45 29.82' 70.50' 24014'18" N 73°0234"E 29.60' L19 S 60°30'04"W 23.81'
C46 29.82' 70.50' 24014'18" N 48048'17"E 29.60' L21 S 43°30'11"W 59.76'
C47 30.60' 70.50' 24052'08" N 24015'04"E 30.36' L21 S 60°2945"W 23.97'
C48 14.10' 70.50' 11°27'43" N 06005'08"E 14.08' L22 N 73°14 30"W 62.61'
C49 123.06' 489.00' 14025'07" N 83008'44"E 122.73' L24 N 29°30'15"W 16.61'
C51 33.64' 29.50' 65020'05" N 57041'15"E 31.85' L25 N 29°30'15"W 63.00'
C52 12.70' 29.50' 2403955" N 12041'15"E 12.60' L25 N 74°30'15"W 11.31'
C53 78.54' 50.00' 90000,00" N 45021'17"E 70.71' L26 N 29°30'15"W 11.31'
C54 159.94' 333.50' 27028'41" N 14005'37"E 158.41' L27 N 9030' 5" E 11.68'
C55 50.96' 333.50' 8045'17" N 0404355"E 50.91' L28 N 060 0'01 W 22.20'
C56 50.67' 333.50' 8042'20" N 13°27'44"E 50.62' L29 N 9030' 5" E 11.00'
C57 48.92' 333.50' 8024'14" N 22001'02"E 48.87' L31 N 00°19'59"W 11.59'
C58 9.39' 333.50' 1°3649" N 27°0133"E 9.39' L32 N 43°25'22"W 1776'
C59 169.77' 354.00' 27028'41" N 14005'37"E 168.15' L33 N 3025 2" E 41.33'
C60 176.13' 372.90' 27003'45" N 1304934"E 174.50' L34 N 0202751"W 24.07'
C61 7.70' 372.90' 1010'59" N 00053'11"E 7.70' L35 S 1900029"E 31.86'
C62 32.07' 372.90' 4055'40" N 03056'31"E 32.06' L36 S 00021'17"W 23.76'
C63 32.37' 372.90' 405824" N 0805333"E 32.36' L37 S 5103848"W 16.26'
C64 32.93' 372.90' 5003'33" N 1305432"E 32.92' L38 S 1600738"W 31.10'
C65 33.79' 372.90' 5011'31" N 19002'04"E 33.78' L39 S 00021'17"W 23.56'
C66 37.27' 372.90' 504337" N 2402938"E 37.26' L40 S 4902432"E 17.03'
C67 143.87' 300.00' 27028'41" N 14005'37"E 142.50' L41 N 5000706"E 17.03'
C68 50.83' 300.00' 904227" N 2205844"E 50.77' L42 S 3203549"E 20.26'
C69 93.05' 300.00' 17046'14" N 0901424"E 92.67' �A
C70 153.71' 320.50' 27028'41" N 14005'37"E 152.24' L43 S "E .55'
L44 S 34°06'41 41"W 14.45' ,y10ENS
C71 30.05' 320.50' 5022'19" N 25008'48"E 30.04' L45 S 8903843"E 32.50'
C72 36.00' 320.50' 6026'07" N 1901435"E 35.98'
C73 36.00' 320.50' 6026'07" N 1204827"E 35.98' L46 S 8903843"E 32.50' 11574
L47 S 8903843"E 32.50' P-4
C74 36.00' 320.50' 6026'07" N 0602220"E 35.98' f0/30/25�
L48 N 00021'17"E 45.99'
C75 15.66' 320.50' 204759" N 01045'17"E 15.66' L49 N 00021'17"E 21.69' q ,OF
C77 39.43' 420.50' 50 2509 S 25008'48"W 39.41' L50 N 00021'17"E 24.30' BE AG,y��
C78 12.51' 420.50' 1°42'I8" S 15010 22"W 12.51' L51 N 00021'17"E 45.99'
L52 N 00021'17"E 45.99'
C79 47.23' 420.50' 6026'07" S 19014'35"W 47.21' L53 N 00021'17"E 5.99'
C80 39.43' 420.50' 5022'19" S 25008'48"W 39.41' L54 N 00021'17"E 40.00'
C81 40.83' 233.50' 10001'03" S 2204926"W 40.77' L55 N 00021'17"E 40.00'
C82 40.83' 233.50' 10001'03" S 2204926"W 40.77' L56 S 00021'17"W 62.20'
C83 35.18' 233.50' 803756" S 1302957"W 35.15' L57 S 4302522"E 58.71'
C84 35.98' 233.50' 804942" S 04046'08"W 35.94' L58 S 4302522"E 26.33'
C85 172.16' 200.00' 49019'08" S 25000'51"W 166.89' L59 S 8603034"E 17.76'
C86 282.74' 180.00' 90000,00" S 45021'17"W 254.56' L60 S 00043'11"W 21.10'
C87 282.74' 180.00' 90000,00" S 45021'17"W 254.56' L61 N 6305229"E 20.84'
C88 251.33' 160.00' 90000,00" S 45021'17"W 226.27' L62 S 13001'07"E 20.63'
C89 321.28' 320.00' 57031'32" S 61035'31"W 30Z96' L63 S 8703857"W 23.59' 2030 S. WASHINGTON AVE.
C90 106.27' 473.00' 1205220" N 5705456"W 106.04' L64 S 6002945"W 11.59'
C91 121.21' 500.00' 1305322" N 57059'48"W 120.91' L65 N 00021'17"E 30.00' EMMETT ID 83617
C92 119.99, 532.00' 1205521" N 5705532"W 119.73' L66 N 89039'00"W 10.00' ,
C93 34.72' 420.50' 404349" N 1105718"E 34.71' L67 S 00021'17"W 19.41' � (208) 398-8104
C94 47.23' 420.50' 6026'07" N 06022'20"E 47.21' L68 N 89039'00"W 11.00' A� ,004�0,
C95 20.55' 420.50' 204759" N 01045'17"E 20.55' L69 S 00021'17"W 5.30' FAX (208) 398-8105
C96 169.11' 132.00' 73024'08" S 53039'13"W 157.78' L70 N 8903843"W 30.00' �5zwrooC97 40.51' 132.00' 17035'05" S 25044'41"W 40.35' L71 S 33052'24"W 7.35' Z�
C98 80.26' 132.00' 3405023" S 5105725"W 79.03' L72 N 8901429"W 23.88' //
C99 48.33' 132.00' 20058'41" S 79051'57"W 48.06 L73 N 33052'24"E 14.38' 1-017d Survey1ry z-LG W W W SAWTOOTHLS.COM
C100 324.71' 348.00' 53°27'42" S 63037'26"W 313.06' L74 N 6002945"E 11.59'
SHEET: DATE: DRAWN BY: CHECKED BY: �10B#: �DWGt:
4 OF 6 1012025 AR JB 124014 124014-FP2
ADERO PARK SUBDIVISION NO. 2 BOOK , PAGE
CERTIFICATE OF OWNER:
KNOW ALL MEN BY THESE PRESENTS:
THAT WE THE UNDERSIGNED DO HEREBY CERTIFY THAT WE ARE THE OWNERS OF THE REAL PROPERTY THENCE S.25003'31"W.,45.00 FEET TO A 5/8"REBAR/CAP PLS 11574;
AS DESCRIBED BELOW AND IT IS OUR INTENTION TO INCLUDE SAID PROPERTY IN THIS SUBDIVISION THENCE S. 57040'40"W.,23.81 FEET TO A 5/8"REBAR/CAP PLS 11574 AND THE BEGINNING OF A CURVE
PLAT TO THE RIGHT;
THE OWNERS FURTHER CERTIFY, THAT ALL LOTS IN THIS SUBDIVISION WILL RECEIVE DOMESTIC
WATER FROM THE CITY OF MERIDIAN,IDAHO MUNICIPAL WATER SYSTEM,INCORPORATED AND THAT THENCE 39.13 FEET ALONG THE ARC OF SAID CURVE,HAVING A RADIUS OF 271.89 FEET, THROUGH A
THE CITY OF MERIDIAN,IDAHO,HAS AGREED IN WRITING TO SERVE ALL OF THE LOTS IN THIS CENTRAL ANGLE OF 08014'43,SUBTENDED BY A CHORD BEARING S. 11 048'37"W.,39.09 FEET TO A
SUBDIVISION. (I.C. 50-1334)
5/8"REBAR/CAP PLS 11574;
THE OWNERS FURTHER CERTIFY, THAT SURFACE WATER FOR IRRIGATION IS REASONABLY AVAILABLE, THENCE S. 605533"W., 114.88 FEET TO A 5/8"REBAR/CAP PLS 11574;
PER SECTION 67-6537,IDAHO CODE,AND THAT THEY ARE IN COMPLIANCE WITH SECTION 31-3805, THENCE S. 0021'17"W., 166.03 FEET TO A 5/8"REBAR/CAP PLS 11574 AND THE BEGINNING OF A CURVE
IDAHO CODE. TO THE RIGHT;
THE EASEMENTS AND PRIVATE ROADS 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 THENCE 209.93 FEET ALONG THE ARC OF SAID CURVE,HAVING A RADIUS OF 200.00 FEET, THROUGH A
OTHER USES AS DESIGNATED HEREON,AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN CENTRAL ANGLE OF 6000828",SUBTENDED BY A CHORD BEARING S. 30°25'31"W.,200.43 FEET TO A
THE LINES OF SAID EASEMENTS. 5/8"REBAR/CAP PLS 11574; ACKNOWLEDGMENT
THE PUBLIC STREETS,AS SHOWN ON THIS PLAT,ARE HEREBY DEDICATED TO THE PUBLIC. THENCE S. 60030'04"W.,59.76 FEET TO A 5/8"REBAR/CAP PLS 11574;
STATE OF IDAHO
BASIS OF BEARINGS IS S. 89021'10-E.,BETWEEN A FOUND ALUMINUM CAP MARKING THE C114 THENCE S. 43030'11"W.,23.97 FEET TO A 5/8"REBAR/CAP PLS 11118 ON THE EASTERLY RIGHT OF SS
CORNER OF SECTION 27 AND A FOUND ALUMINUM CAP MARKING THE E114 OF SECTION 27, T. 4 N.,R. WAY OF N. VICENZA WAY; COUNTY OF ADA
1 W., B.M.
THENCE S. 6002945"W.,62.00 FEET TO A 5/8"REBAR/CAP PLS 17216 TO THE WESTERLY RIGHT OF
A PARCEL OF LAND LOCATED IN THE SE114 OF SECTION 27, TOWNSHIP 4 NORTH,RANGE 1 WEST, WAY OF SAID N. VICENZA WAY; ON THIS_DAY OF 2026,BEFORE ME, THE UNDERSIGNED,A NOTARY PUBLIC IN AND FOR SAID STATE,
BOISE MERIDIAN, CITY OF MERIDIAN,ADA COUNTY,IDAHO,MORE PARTICULARLY DESCRIBED AS PERSONALLY APPEARED JIM CONGER,KNOWN OR IDENTIFIED TO ME TO BE A MANAGER OF F111, LLC. AN IDAHO LIMITED
FOLLOWS: THENCE N. 73014'30"W., 16.61 FEET TO A 5/8"REBAR/CAP PLS 11574; LIABILITY COMPANY, THAT EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY COMPANY,AND ACKNOWLEDGED
TO ME THAT SUCH LIMITED LIABILITY COMPANY EXECUTED THE SAME.
COMMENCING AT AN ALUMINUM CAP PLS 10729 MARKING THE C114 CORNER OF SAID SECTION 27; THENCE N. 29030'15"W., 63.00 FEET TO A 5/8"REBAR/CAP PLS 11574;
IN WITNESS WHEREOF,I HAVE HEREUNTO SET MY HAND AND SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE
THENCE S. 89°21'10"E., COINCIDENT WITH THE NORTH LINE OF SAID SE1/4, THE SOUTH BOUNDARIES THENCE N. 6002945"E., 156.17 FEET TO A 5/8"REBAR/CAP PLS 11574 AND THE BEGINNING OF A WRITTEN.
OF BAINBRIDGE SUBDIVISION NO. 8, AS SHOWN IN BOOK 115 OF PLATS,AT PAGES 17189-17193 AND CURVE TO THE LEFT;
BAINBRIDGE SUBDIVISION NO. 9,AS SHOWN IN BOOK 116 OF PLATS,AT PAGES 17641-17645,ADA
COUNTY RECORDS, 1716.84 FEET TO A 5/8"REBAR/CAP PLS 11574 AND THE POINT OF BEGINNING; THENCE 138.56 FEET ALONG THE ARC OF SAID CURVE,HAVING A RADIUS OF 132.00 FEET, THROUGH A
CENTRAL ANGLE OF 6000828",SUBTENDED BYA CHORD BEARING N.30°25'31"E., 132.28 FEET TO A
THENCE CONTINUING,S. 89021'10"E., COINCIDENT WITH SAID NORTH LINE AND SAID SOUTH 5/8"REBAR/CAP PLS 11574; NOTARY PUBLIC FOR IDAHO
BOUNDARY OF BAINBRIDGE SUBDIVISION NO. 9 AND THE SOUTH BOUNDARY OF BAINBRIDGE
SUBDIVISION NO. 10,AS SHOWN IN BOOK 118 OF PLATS,AT PAGES 18069-18071,A DISTANCE OF THENCE N. 0021'17"E.,PARALLEL WITH SAID EAST LINE, 195.70 FEET TO A 5/8"REBAR/CAP PLS 11574 RESIDING AT
556.97 FEET TO A 5/8"REBAR/CAP PLS 11574; AND THE BEGINNING OF A CURVE TO THE LEFT; MY COMMISSION EXPIRES
THENCE LEAVING SAID NORTH LINE AND SAID SOUTH BOUNDARIES,S. 0021'17"W.,PARALLEL WITH THENCE 140.97 FEET ALONG THE ARC OF SAID CURVE,HAVING A RADIUS OF 270.50 FEET, THROUGH A
THE EAST LINE OF SAID NE114 OF THE SE1/4,A DISTANCE OF 53.05 FEET TO A 5/8"REBAR/CAP PLS CENTRAL ANGLE OF 29051'32",SUBTENDED BY A CHORD BEARING N. 14°3429"W., 139.38 FEET TO A
11574 AND THE BEGINNING OF A CURVE TO THE RIGHT; 518"REBAR/CAP PLS 11574;
THENCE 102.49 FEET ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 420.50 FEET, THROUGH A THENCE N. 29030'15"W.,58.15 FEET TO A 5/8"REBAR/CAP PLS 11574;
CENTRAL ANGLE OF 1305756",SUBTENDED BY A CHORD BEARING S. 7°20'15"W., 102.24 FEET TO A
5/8"REBAR/CAP PLS 11574; THENCE N. 74030'15"W., 11.31 FEET TO A 5/8"REBAR/CAP PLS 11574;
THENCE S. 40019'35"E., 64.10 FEET TO A 5/8"REBAR/CAP PLS 11574 AND THE BEGINNING OF A THENCE S. 6002945"W., 92.00 FEET TO A 5/8"REBAR/CAP PLS 11574; CERTIFICATE OF SURVEYOR:
NON-TANGENT CURVE TO THE RIGHT;
THENCE N. 29030'15"W., 11.68 FEET TO A 5/8"REBAR/CAP PLS 11574; I,JEFF BEAGLEY, PLS,DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF IDAHO,AND
THENCE 117.95 FEET ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 200.00 FEET, THROUGH A THAT THIS PLAT AS DESCRIBED IN THE"CERTIFICATE OF OWNERS"WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND
CENTRAL ANGLE OF 3304727",SUBTENDED BY A CHORD BEARING N. 66°34'09"E., 116.25 FEET TO A THENCE N. 6020'01"E.,22.20 FEET TO A 5/8"REBAR/CAP PLS 11574; UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON,AND IS IN CONFORMITY WITH
5/8"REBAR/CAP PLS 11574; THE STATE OF IDAHO CODE RELATING TO PLATS,SURVEYS AND CORNER PERPETUATION AND FILING ACT,IDAHO CODE 55-1601
THENCE N. 29030'15"W.,36.00 FEET TO A 5/8"REBAR/CAP PLS 11574; THROUGH 55-1612.
THENCE N. 49003'09"E.,21.88 FEET TO A 5/8"REBAR/CAP PLS 11574;
THENCE N. 6002945"E., 11.59 FEET TO A 5/8"REBAR/CAP PLS 11574 AND THE BEGINNING OF A CURVE
THENCE S. 89°3843"E.,31.00 FEET TO A 5/8"REBAR/CAP PLS 11574; TO THE LEFT;
THENCE S. 44°3843"E.,25.46 FEET TO A 5/8"REBAR/CAP PLS 11574; THENCE 138.91 FEET ALONG THE ARC OF SAID CURVE,HAVING A RADIUS OF 279.50 FEET, THROUGH A
CENTRAL ANGLE OF 2802833",SUBTENDED BY A CHORD BEARING N. 46°1528"E., 137.49 FEET TO A
THENCE S. 89°3843"E., 114.94 FEET TO A 5/8"REBAR/CAP PLS 11574; 5/8"REBAR/CAP PLS 11574 AND THE BEGINNING OF A REVERSE CURVE TO THE RIGHT;
THENCE N.3702259"E.,20.11 FEET TO A 5/8"REBAR/CAP PLS 11574 ON THE WESTERLY RIGHT OF THENCE 91.58 FEET ALONG THE ARC OF SAID CURVE,HAVING A RADIUS OF 489.00 FEET, THROUGH A y10ENS `sG
WAY OF N. TEN MILE ROAD; CENTRAL ANGLE OF 10043'51",SUBTENDED BY A CHORD BEARING N.37°23'08"E.,91.45 FEET TO A
5/8"REBAR/CAP PLS 11574; R" 11574
THENCE S. 0°21'17"W., COINCIDENT WITH SAID WESTERLY RIGHT OF WAY, 69.24 FEET TO A 5/8" JEFF BEAGLEY W �f P.L.S.11574
REBAR/CAP PLS 11574; THENCE N. 00
20'09"W., 17.76 FEET TO A 5/8"REBAR/CAP PLS 11574; tJ�lO/30/25�
THENCE LEAVING SAID WESTERLY RIGHT OF WAY,N. 4402627"W., 17.18 FEET TO A 5/8"REBAR/CAP THENCE N. 4302522"W.,26.33 FEET TO A 5/8"REBAR/CAP PLS 11574 AND THE BEGINNING OF A 9-lw'OF 1�
PLS 11574; CURVE TO THE RIGHT; F BE NGy��
THENCE N. 8903843"W., 100.95 FEET TO A 5/8"REBAR/CAP PLS 11574; THENCE 59.36 FEET ALONG THE ARC OF SAID CURVE,HAVING A RADIUS OF 145.50 FEET, THROUGH A
CENTRAL ANGLE OF 2302226",SUBTENDED BYA CHORD BEARING N.31°44'09"W.,58.95 FEET TO A
THENCE S. 45021'17"W.,25.46 FEET TO A 5/8"REBAR/CAP PLS 11574; 5/8"REBAR/CAP PLS 11574;
THENCE N. 8903843"W.,45.00 FEET TO A 5/8"REBAR/CAP PLS 11574; THENCE N. 6905704"E.,41.00 FEET TO A 5/8"REBAR/CAP PLS 11574 AND THE BEGINNING OF A
NON-TANGENT CURVE TO THE RIGHT;
THENCE N. 5304827"W.,22.20 FEET TO A 5/8"REBAR/CAP PLS 11574;
THENCE 37.21 FEET ALONG THE ARC OF SAID CURVE,HAVING A RADIUS OF 104.50 FEET, THROUGH A
THENCE N. 8903843"W.,32.75 FEET TO A 5/8"REBAR/CAP PLS 11574 AND THE BEGINNING OF A CENTRAL ANGLE OF 20024'13",SUBTENDED BY A CHORD BEARING N. 9°50'50"W.,37.02 FEET TO A 5/8"
NON-TANGENT CURVE TO THE LEFT; REBAR/CAP PLS 11574;
THENCE 190.13 FEET ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 160.00 FEET, THROUGH A THENCE S. 8903843"E., 100.00 FEET TO A 518"REBAR/CAP PLS 11574;
CENTRAL ANGLE OF 68005'03",SUBTENDED BY A CHORD BEARING S. 35000,31"W., 179.14 FEET TO A
5/8"REBAR/CAP PLS 11574; THENCE N. 0021'17"E.,PARALLEL WITH SAID EAST LINE,260.00 FEET TO A 5/8"REBAR/CAP PLS 11574;
THENCE S. 0021'10"W.,86.00 FEET TO A 5/8"REBAR/CAP PLS 11574 AND THE BEGINNING OF A CURVE THENCE N. 202751"W.,24.07 FEET TO A 5/8"REBAR/CAP PLS 11574;
TO THE RIGHT;
THENCE N. 0021'17"E., PARALLEL WITH SAID EAST LINE, 170.95 FEET TO THE POINT OF BEGINNING.
THENCE 314.51 FEET ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 195.00 FEET, THROUGH A
CENTRAL ANGLE OF 90000'00",SUBTENDED BY A CHORD BEARING S. 45°21'17"W.,275.77 FEET TO A SAID DESCRIBED PARCEL CONTAINS 11.185 ACRES,MORE OR LESS.
5/8"REBAR/CAP PLS 11574;
THENCE N. 89040'02"W., 76.15 FEET TO A 5/8"REBAR/CAP PLS 11574 AND THE BEGINNING OF A
CURVE TO THE LEFT;
THENCE 120.79 FEET ALONG THE ARC OF SAID CURVE,HAVING A RADIUS OF 278.68 FEET, THROUGH A 2030 S. WASHINGTON AVE.
CENTRAL ANGLE OF 24050'05",SUBTENDED BYA CHORD BEARING S. 78000'10"W., 119.85 FEET TO A F111, LLC
5/8"REBAR/CAP PLS 11574; JIM CONGER,MANAGER EMMETT, ID 83617
THENCE S. 49°3101"W., 77.33 FEET TO A 5/8"REBAR/CAP PLS 11574 AND THE BEGINNING OF A CURVE oz/ (208) 398-8104
TO THE LEFT; FAX (208) 398-8105
THENCE 72.52 FEET ALONG THE ARC OF SAID CURVE,HAVING A RADIUS OF 269.00 FEET, THROUGH A �y�LLLLLLf�y
CENTRAL ANGLE OF 40°23'30",SUBTENDED BY A CHORD BEARING S. 41°53'05"W., 72.30 FEET TO A
5/8"REBAR/CAP PLS 11574; Lcn��ur�eyir�q LLC WWW SAWTOOTHLS.COM
THENCE S. 703339"E.,23.81 FEET TO A 5/8"REBAR/CAP PLS 11574;
SHEET., DATE: DRAWN BY: CHECKED BY: JOB#: DWG#:
5 OF 6 1012025 AR JB 124014 124014-FP2
ADERO PARK SUBDIVISION NO. 2 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
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