CC - Final Plat STAPLETON SUBDIVISION NO. 2 BOOK , PAGE
LOCATED IN THE E112 OF THE SE114 OF SECTION 25,
T. 3 N., R. 1 W., B.M., CITY OF MERIDIAN,
C114 CORNER BILTMORE ESTATES SUBDIVISION NO.3 MERIDIAN HEIGHTS NO. 3 ADA COUNTY IDAHO MERIDIAN HEIGHTS NO. 1 SUBDIVISION
SECTION 25 BLK 2 CE1116 CORNER BLK 1 BLK 1
ILLEGIBLE BK 112,PG 16460 SECTION 25 BK 62,PG 6274 2021 E114 CORNER
S 89 24'05"E 1320.60' BK 27, PG 1692 SECTION 25
ILLEGIBLE
COR. REC. #9149708 S 89°24'05"E 403.37' PLS 1118 W. HARRIS ST. S 89°29'21"E 1078.14'
- p 917.23' `Q -_�__------ 1 BLOCK 7 -- --- ----- -- -- -- -- POINT OF BEGINNING S 8902923"E 24213' COR. REC. #9149708
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LOT LINE tti FOUND BRASS CAP z
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ZERO LOT LINE(NO EASEMENT) @p FOUND 518"REBAR/CAP PLS 14221 OR AS NOTED --�__—__ • L5�
--- --- SECTIONAL LINE Q• SET 518"REBAR/CAP PLS 10561 N 8902712" W 116.50'
—- -— CENTERLINE 1 LOT NUMBER
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COR. REC. #2019-091627
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AMITY RD. N 89004'19"W 2636.35' SOUTHWEST CORNER
--- --- --- --- --- ---��--- --- --- --- --- --- --- --- --- --- --- --- COR. REC. #103052681 25
30
PLAT NOTES --- --- ---
1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE IS 6. LOTS 49, 61, 66,BLOCK 1,LOTS 24,36, BLOCK 4, LOT 1,BLOCK 6,ARE RESERVED AS COMMON 12. THIS SUBDIVISION SHALL BE SUBJECT TO COVENANTS,CONDITIONS AND RESTRICTIONS TO BE 36 i 31
HEREBY RESERVED ALONG THE FOLLOWING: AREA,ARE NON-BUILDABLE LOTS, AND ARE OWNED AND MAINTAINED BY THE STAPLETON RECORDED AT A LATER TIME AND MAY BE AMENDED FROM TIME TO TIME. ��AI' LI)
-TEN(10')FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED COMMUNITY ASSOCIATION,INC..
-TEN(10')FOOT WIDE ADJACENT TO PUBLIC RIGHT OF WAYS OR AS DEPICTED 13. A PORTION OF LOT 66,BLOCK 1,A PORTION OF LOT 36, BLOCK 4,AND A PORTION OF LOT 1,
-THREE(3')FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR SIDE LOT LINES YARD EXCEPT FOR 7• THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO. xxxxx. BLOCK 6,ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS SEE SHEET 3 OF 6 FOR SURVEYOR NARRATIVE, REFERENCES
WHERE ZERO LOT LINES ARE SHOWN OR AS DEPICTED ARE ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT 10561 AND LINE AND CURVE TABLES
S. IRRIGATION WATER HAS BEEN PROVIDED FROM BOISE KUNA IRRIGATION AND THE BOISE PROJECT RECORDED ON NOVEMBER 10,2015 AS INSTRUMENT NO. 2015-103256,ADA COUNTY RECORDS,AND Ow '�1
BOARD OF CONTROL,IN COMPLIANCE WITH IDAHO CODE 31-3805(1)(b). LOTS WITHIN THE INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL THE"MASTER EASEMENT' i/5/2021 SEE SHEET 4 OF 6 FOR OFF-SITE ACHE STORM DRAIN
A PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HEREBY RESERVED ALONG THE FOLLOWING: ( )" � EASEMENT AND ACHD SIDEWALK EASEMENT
-TEN(10')FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD OF 4
)FOOT WIDE SIDE YARD EXCEPT FOR WHERE ZERO LOT LINES ARE SHOWN OR AS ASSESSMENTS FROM BOISE PROJECT. PURSUANT
OSECTION T S 40-2302 IDAHO CODE. THE TORM WATER DRAINAGE SYSTEM.MASTER EASEMENT IS FOR THE OPERATION AND ��.
DEPICTED N B�4A
9. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF
2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT, WHICH THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AND IRRIGATION/DRAINAGE ENTITY 14. THIS SUBDIVISION SHALL BE SUBJECT TO ACHD SIDEWALK EASEMENT PER INST. NO.
STATES"NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR STAPLETON COMMUNITY ASSOCIATION,INC.. 2020-XXXXXX. 2030 S. WASHINGTON AVE.
OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED CONDITION IN OR ABOUT THE p SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN 10. THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT NO. 2019-110907. EMMETT, I D 0361 7
ONE(1)YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NO A NUISANCE AT THE TIME IT
BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A 11, A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED TO THE GRANTOR AND STAPLETON
NUISANCE RESULTS FOR THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL COMMUNITY ASSOCIATION,INC. UPON,ACROSS, OVER AND UNDER ANY PORTION OF ANY LOT THAT // (208) 398-8104
OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." IS NOT COVERED BY AN OCCUPIED STRUCTURE.SAID GRANTOR OR STAPLETON COMMUNITY T
ASSOCIATION,INC. MAY USE THE EASEMENT AREA AS GRANTOR OR THE STAPLETON COMMUNITY / I y��/TDO/ FAX (208) 398-8105
3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED ASSOCIATION,INC. MAY DEEM NECESSARY OR CONVENIENT TO PERFORM ANY OF THEIR RIGHTS OR
SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION. OBLIGATIONS IDENTIFIED IN THE COMMUNITY DOCUMENTS, OR TO PERFORM THE DUTIES AND
FUNCTIONS WHICH STAPLETON COMMUNITY ASSOCIATION,INC.IS OBLIGATED OR PERMITTED TO
4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN PERFORM PURSUANT TO THE COMMUNITY DOCUMENTS. THIS EASEMENT INCLUDES, WITHOUT cr��5ur�eyinq, �� W W W.SA WTOOTHLS.COM
COMPLIANCE WITH TITLE 11 OF MERIDIAN CITY CODE. LIMITATION, RIGHTS TO INSTALL, OPERATE,MAINTAIN, REPAIR AND REPLACE IRRIGATION
SPRINKLERS,LINES,CONTROL BOXES AND RELATED EQUIPMENT AND FACILITIES.
5. HOMEOWNERS ASSOCIATION SHALL NOT DISSOLVE WITHOUT THE CONSENT FROM THE CITY OF SHEET. DATE: DRAWN BY: CHECKED BY: JOB#: DWG#:
MERIDIAN. 1 OF 6 112021 AM/KB KB 120021 120021-FP
STAPLETON SUBDIVISION NO. 2 BOOK , PAGE
BILTMORE ESTATES SUBDIVISION NO. 3 MERIDIAN HEIGHTS NO. 3
BLK 2 CE1/16 CORNER BLK 1 MERIDIAN HEIGHTS NO. 1 SUBDIVISION
BLK 1
BK 112,PG 16460 SECTION 25 BK 62,PG 6274 BK 27,PG 1692
S 89024'05"E 403.37' PLS 11118
W. HARRIS ST.
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278.36' � Cc? � 105• �
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BLOCK 6 �I I o1 o1 of of of o 0 0 0 0 �/0 2.42 2.42
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o -- -- - -- -- - - - - -- • Q I --------------J W
S 89°29'21"E 379.58' -N 89°27'12"w 105-00'i 00
N 8902921"W I r
N 35.00' w g w o f 4 o I M
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0
p 5.00'� 8.50 23.50'
UNPLATTED POP
• •
• -- -- -- • �� L5
S 89°27'12"E 116.50'
LEGEND
SUBDIVISION BOUNDARY LINE FOUND ALUMINUM CAP
LOT LINE S FOUND BRASS CAP
ZERO LOT LINE(NO EASEMENT) O FOUND 518"REBAR/CAP PLS 14221 OR AS NOTED
---- ---- SECTIONAL LINE O SET 518"REBAR/CAP PLS 10561 O�AI. L.4 j�� UNPLATTED
PUBLIC UTILITY,IRRIGATION AND DRAINAGE EASEMENT • SET 112"REBAR/CAP PLS 10561
- - CENTERLINE 1 LOT NUMBER '�'
2030 S. WASHINGTON AVE.
2020D SIDEWALK EASEMENT
SEE NOTE I14 T. NO. �1/0561 83617
�, EMMETT ID
F/ / 7�/ / / 71 ACHD STORM DRAINS EASEMENTS EE NOTE 13 INST. NO. ;f,
�� (208) 398-8104
�`�°IN •B°�� FAX (208) 398-8105
SEE SHEET 3 OF 6 FOR SURVEYOR NARRATIVE, REFERENCES AND LINE ��j[41FOO
/ / / /
AND CURVE TABLES LL LGf/�Q �UNeI//l7 C WWW.SAWTOOTHLS.COM
SEE SHEET 4 OF 6 FOR OFF-SITE ACHD STORM DRAIN EASEMENT AND J '
ACHD SIDEWALK EASEMENTS SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#:
2 OF 6 112021 AM/KB KB 120021 120021-FP
STAPLETON SUBDIVISION NO. 2 BOOK , PAGE
MERIDIAN HEIGHTS NO. 1 SUBDIVISION
BLK I
BK 27,PG 1692
S 89029'21"E 1078.17' POINT OF BEGINNING
-- -- -- -- -- -- -- -- -- -- -- ---
L2 CI
CURVE TABLE
� CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH
Cl 62.76' 287.00' 12°3253" S 8301329"E 62.63'
• -- -- __ __ ---- C2 359.07' 228.50' 90002'09" S 44028'17"E 323.25'
-_ 42.01' 20.58' - -- -- • C3 224.91, 218.50' 58°5838" N 28058'40"W 215.11'
I
N 8803236" W 313.54' C4 14.50' 23.50' 35021'35" N 17010'09"W 14.27'
BLOCK 1 C5 17.28' 28.00' 35021'35" N 17°10'09"W 17.01'
ui1 I C6 128.07' 81.50' 90°02'09" S 44028'17"E 115.29'
�l I C7 157.14' 100.00, 90°02'09" S 44028'17"E 141.47'
C8 194.07' 123.50' 90°02'09" S 44028'17"E 174.71'
50 �I 49 co LINE TABLE
I C9 29.48' 123.50' 13°40'32" S 06°1728"E 29.41' LINE I BEARING DISTANCE
ail o CIO 31.48' 123.50' 14'36'11" S 20°2549"E 31.39' Ll S 58018'24"E 53.42'
MI ~ I UNPLATTED CI1 31.48' 123.50' 14036'11" N 35002'00"W 31.39' L2 N 89°29'21"W 72.06'
01 I C12 31.48' 123.50' 14°36'11" N 49°38'l1"W 31.39' L3 S 00030'39"W 57.77'
CD C13 31.48' 123.50' 14°36'11" N 64014'21"W 31.39'
L4 S 0003248"W 47.40'
cal I C14 29.49' 123.50' 13040'56" N 7802255"W 29.42' L5 N 89°27'12"W 47.00'
___- I co C15 9.20' 123.50' 4015'59" S 87021'22"E 9.19, L6 S 0003248"W 3.61'
42.00' 20.58' ~ C16 95.57' 176.50' 3100122" S 73058'40"E 94.40, L7 S 5404232"W 16.04'
LR C17 108.29, 200.00' 3100122" N 73058'40"W 106.97' L8 N 00030'39"E 41.94'
N C18 121.01' 223.50' 31001 22" S 73058'40"E 119.54' L9 IN 42011'09"W 31.19'
o C19 11.65' 223.50' 2059'10" N 8705947"W 11.65' L10 N 8405257"W 94.62'
`" • C20 28.77' 223.50' 7022'28" N 82048'58"W 28.75'C. Lll N 76°57'37"W 62.69'
C21 26.00' 223.50' 6°39'51" N 75°47'48"W 25.98' L12 N 8902921"W 50.00'
oN M C22 32.51' 223.50' 8019'59" S 6801753"E 32.48 L13 N 45030'39"E 32.53'
o C23 122.10' 223.50' 503954" N 61°17'57"W 22.09' L14 S 00030'39"W 33.81'
34.00' 20.00' o C24 22.32' 176.50' 7014'40" N 85052'01"W 22.30' L15 S 45059'01"W 14.02'
F- oo C25 32.83' 176.50' 1003931" S 7605456"E 32.79' L16 N 04004'43"W 13.81'
cn C26 40.42' 176.50' 1300711" N 65001'35"W 40.33' L17 N 76°32'00"E 14.14'
I I I C27 205.87' 200.00' 5805838" S 28058'40"E 196.90, L18 N 67022'16"E 22.20'
I I I I C28 186.83' 181.50' 58°58'38" S 28°58'40"E 178.69' L19 S O4018'15"E 16.04'
UNPLATTED C29 14.50' 23.50' 35021'35" N 1801126"E 14.27' L20 S 79012'03"W 21.28'
I I 35 0l oo C30 17.28' 28.00' 35021'35" N 18011'26"E 17.01' L21 N 00030'39"E 15.56'
I I 0 I o C31 30.00' 152.00' 11 18'36" N 8405121"E 29.96' L22 S 00030'39"W 18.24'
C32 29.21' 148.00' 11°18'36" S 8405121"W 29.17' L23 N 7003545"E 24.79'
C33 99.45' 148.50' 38°22'19" N 39016'50"W 97.60' L24 IS 83055'02"W 24.32'
I I I C34 85.56' 148.50' 33°00'37" N 3603559"W 84.38' L25 S 00030'39"W 32.00'
I I o ) C35 13.90' 148.50' 5021'42" S 55°47'09"E 13.89' L26 S 00030'39"W 5.13'
o/ C36 124.04' 120.50' 5805838" S 6100120"W 118.63'
�r L27 S 89°29'21"E 20.00'
o C37 102.93' 100.00' 5805838" S 61'01'20"W 98.45' L28 N 89029'21"W 6.40'
34.00' S 89 29 21 E_107.70 C38 81.83' 79.50' 58058'38" S 61001'20"W 78.27' L29 N 18°ll'47"E 20.57'
3.00'�� L27• 41.00 39.00' 27.70' •C50 C39 40.92' 120.50' 19°27'16" N 41°15'38"E 40.72' L30 N 00°30'39"E 5.00'
r---� W ---- -----� r----- -___CSI C40 35.46' 120.50' 16°51'33" N 59°25'03"E 35.33' L31 S 36°47'10"E 12.50'
I I 136 1 3.00' I I __\ C41 47.66' 120.50' 22039'50" S 79010'44"W 47.35' L32 S 58°3544"E 6.84'
C42 41.03' 79.50' 29034'17" N 46019'09"E 40.58' o
o o L33 S 74 30'06"E 28.96'
I I I o Io C43 36.77' 79.50' 26 29'S0" S 74°21'13"W 36.44' L34 S 31°3256"W 5.00'
I I I o I , I I^� o / C44 4.04' 79.50' 2 54'31" N 89 03'23"E 4.04' L35 S 65026'01"E 19.63'
pl o W h ` C45 25.73' 25.00' 5805838" S 28058'40"E 24.61' L36 N 26009'24"E 11.57'
15 �I z 14 _ 13 92 / /O `� C46 46.32' 45.00' 58°5838" S 28°58'40"E 44.30' o
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IM M o / /c O ♦C`� C48 26.51' 45.00' 33 45'07" S 34 26'S6"E 26.13' L39 N 30°18'14"W 14.72'
I°o °o °oM o /p0 10 y0� `� C49 14.20' 45.00' 18°05'01" S 08031'52"E 14.14' L40 S 31032'00"W 1.95'
I I I to o I I o M / /p0 C50 15.33' 226.79' 3 52'20" N 87 3439"W 15.32' L41 S 31°32'00"W 1.95'
Iz z I I� o / /O C51 62.75' 228.50' 15°44'00" N 7704646"W 62.55' 03746'n / /�ti p� ��,! o o L42 S 86 "E 14.72'
L-_---_ -___-J _-___ _ / /� g i QQ C52 51.75' 228.86' 12 57'16" S 63 25'31"E 51.64' L43 S 67°02'14"W 9.95'
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�n CI3 Gj i io`'" C55 58.24' 228.61' 1403544" N 2002549"W 58.08'
C56 27.77' 228.63' 605731" S 09038'50"E 27.75'
C57 15.13' 81.50' 10038'16" S 84010'13"E 15.11'
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N S 89°29'21"E 53.09' \\ �� <\ 1�5�� \\ C59 22.75' 283.00' 403625" S 87°11'09"E 22.75'
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SEE SHEET 4 OF 6 FOR OFF-SITE ACHD STORM DRAIN EASEMENT AND
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SURVEYOR'S NARRATIVE UNPLATTED AL LA�td
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REFERENCES '�1�+�,
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R1) BILTMORE ESTATES SUBDIVISION NO. 3, BOOK 112, PAGES 1646016462 N M•B FAX (208) 398-8105
R2) MERIDIAN HEIGHTS NO. 1 SUBDIVISION, BOOK 27, PAGES 1692-1693 ��jW7-00/
R3) MERIDIAN HEIGHTS NO. 3, BOOK 62, PAGES 6274-6275
//
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STAPLETON SUBDIVISION NO. 2 BOOK , PAGE
C114 CORNER BILTMORE ESTATES SUBDIVISION NO.3 MERIDIAN HEIGHTS NO.3
SECTION 25 BLK 2 BLK i MERIDIAN HEIGHTS N0, 1 SUBDIVISION
CE1/16 CORNER BLK 1
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ZERO LOT LINE(NO EASEMENT) @ FOUND 5/8"REBAR/CAP PLS 14221 OR AS NOTED
SECTIONAL LINE SET 5/8"REBAR/CAP PLS 10561
- CENTERLINE • SET 1/2"REBAR/CAP PLS 10561
ACHD SIDEWALK EASEMENT INST. NO. 1 LOT NUMBER
2020- , SEE NOTE 14
ACHD STORM DRAIN EASEMENTS INST.
NO. 2020- , SEE NOTE 13
N Is
L lI s 2030 S. WASHINGTON AVE.
EMMETT, ID 83617
CIA 10561 (208) 398-8104
xq�1/5/2021
,f. 42b 10�4FAX (208) 398-8105
SEE SHEET 3 OF 6 FOR SURVEYORS NARRATIVE, REFERENCES AND �GI�T M.g04 � /jW7-00
/
LINE AND CURVE TABLES.
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