CC - Final Plat PLAT SHOWING BOOK , PAGE
SCALE SAGEWOOD WEST SUBDIVISION
80 ° 40 80 160 LOCATED IN THE NW114 OF SECTION 24, T. 3 N., R. 1 W., B.M.,
(FEET) CITY OF MERIDIAN, ADA COUNTY, IDAHO PLAT NOTES
1 INCH=80 FT 2021
1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE IS
HEREBY RESERVED ALONG THE FOLLOWING:
-TEN(10)FOOT WIDE REAR LOT LINES OR AS DEPICTED
BASIS OF BEARINGS UNPLATTED -TEN(10)FOOT WIDE ADJACENT TO PUBLIC RIGHT OF WAYS OR AS DEPICTED
S 8903442"E 2655.64' -FIVE(5)FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR LOT LINES OR AS DEPICTED
14 ,13 A PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HEREBY RESERVED ALONG THE
W. OVERLAND ROAD
2.3 24 PLS 5291 800.09' --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- o --- --- --- --- ' ti --- --- - FOLLOWING:
CP&F#107153515 ss�9l p6, W1/16 COR.SEC.24 1327.7T N114 COR.SEC.24 -TEN(10)FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED
FND 1/2"REBAR/NO CAP s�6,
I p , PLS 8961 PLS 5291 -FIVE(5')FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR LOT LINES OR AS DEPICTED
REPLACED W/5/8"REBAR/CAP PLS 11574 g F ; CP&F#108106004 CP&F#107153516
_ _ _ o L1�N o L3 0 q 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT,
I F WHICH STATES"NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION
- A THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED CONDITION
IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN
I rEi1 OPERATION FOR MORE THAN ONE(1)YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION
UNPLATTED WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS
SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FOR THE IMPROPER OR NEGLIGENT
OPERATION OF AN AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION
I r\
THEREOF."
Ln
1 ` SS 06' 3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED
SAGEWOOD SUBDIVISION LEGEND
BLOCK
10 1
SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION.
n BLOCK°o( �g6� �
El, BK 110, PG 15846 SUBDIVISION BOUNDARY LINE
S — — — — — — EXISTING DEED OR LOT LINE 4. MINIMUM BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE
z 1 9 o
\��S�S o IN COMPLIANCE WITH THE CITY OF BOISE APPLICABLE ZONING AND SUBDIVISION REGULATIONS,
\6 ul —- - -— CENTERLINE UNLESS OTHERWISE APPROVED BY PUID19-00029,AT THE TIME OF ISSUANCE OF INDIVIDUAL
8 �� --- --- SECTIONAL LINE BUILDING PERMITS.
UNPLATTED o 7 \�� LOT LINE
5. NO HOMEOWNER SHALL AT ANY TIME FILL OR OBSTRUCT ACHD DITCHES OR SWALES.
12 NNI% @ FOUND 518"REBAR/CAP PLS 5082 OR AS NOTED MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF
Ix '~ 6 THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AND IRRIGATION/DRAINAGE
Wq I �I Q FOUND 112"REBAR/CAP PLS 7323 ENTITY.
BLOCK 1 REPLACED W/518"REBAR/CAP PLS 11574
a �1 5 \13 �
cv ❑ FOUND ALUMINUM CAP 6. LOTS 11 AND 12,BLOCK 1,LOTS 1 AND 10,BLOCK 2,AND LOTS 1 AND 10, BLOCK 3 ARE
vi �I RESERVED AS COMMON LOTS SHALL BE OWNED AND MAINTAINED BY THE SAGEWOOD WEST
4 FOUND BRASS CAP
', FND 5/8"REBAR/NO CAP SUBDIVISION HOMEOWNERS ASSOCIATION. THESE LOTS CANNOT BE DEVELOPED FOR
1 ',4
SET CAP PLS 11574 SET 518"REBAR/CAP PLS 11574 RESIDENTIAL PURPOSES IN THE FUTURE.
3 1 T_ _ 0 CALCULATED POINT 7. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO.
I 14 BLOCK 1 I 1 LOT NUMBER 8.A PORTION OF LOTS I8-20,22-24,BLOCK 1,A PORTION OF LOTS 1,5-8, BLOCK 2 AND A
1 1 PORTION OF LOTS 4-5, BLOCK 4 ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER
Is, 1 ACHD RIGHT OF WAY DEDICATION DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL
15 STORM WATER DRAINAGE EASEMENT INSTRUMENT NO. 2015-103256,ADA COUNTY RECORDS,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL(THE"MASTER
1 EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED
L — — — TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE
N I i 19 — OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM.
�n
16 STREET
-_ W. FLOWER GARDEN _
9.IRRIGATION WATER WILL BE PROVIDED FROM THE NAMPA&MERIDIAN IRRIGATION DISTRICT
IN COMPLIANCE WITH IDAHO CODE 31-3805(1)(b). LOTS WITHIN THE SUBDIVISION WILL BE
i ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE
z' 17 I 18 2 / �21
_ NAMPA&MERIDIAN IRRIGATION DISTRICT.
i i 10. THIS SUBDIVISION SHALL BE SUBJECT TO THE COVENANTS,CONDITIONS,AND RESTRICTIONS
(CC&R'S)THAT PERTAIN TO THIS DEVELOPMENT, TO BE FILED AND RECORDED IN THE ADA
Gqq.i 17 3 I 1 I COUNTY RECORDER'S OFFICE.
18 I — — — -I ' 11. THIS DEVELOPMENT SHALL HAVE NO DIRECT ACCESS TO W. OVERLAND ROAD.
io 3 1 I 12. LOTS 8-11,BLOCK 1, WILL TAKE ACCESS FROM LOT 12,BLOCK 1. THIS COMMON DRIVEWAY IS
N 16 4 ' ( FOR THE PURPOSE OF INGRESS/EGRESS,AND SHALL CONTAIN BLANKET TYPE WATER,SEWER AND
w
1 19 x I UTILITY EASEMENTS. THIS COMMON DRIVEWAY/LOT SHALL BE CONSTRUCTED IN ACCORDANCE
M I 1 i 1 WITH UDC 11-6C-3D AND BE PAVED A MINIMUM OF 20 FEET WIDE WITH SURFACE CAPABLE OF
uWi ' 4 ' SUPPORTING 75,000 LBS. COMMON DRIVEWAY/LOT SHALL BE OWNED AND MAINTAINED BY
zUNPLATTED 20 i 15 5 ' I SAGEWOOD WEST SUBDIVISION HOMEOWNERS ASSOCIATION.
13. THE BOTTOM OF STRUCTURAL FOOTING SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE
N I ^ — HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION.
O
I � 5
v 1 14 6 1 14. THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT NO.XXXX.
I 21 cq� co
1 I
SURVEYORS NARRATIVE
M 1 �� 6 lF o_ ' THE EAST AND SOUTH BOUNDARIES OF THE SUBDIVISION ARE BASED ON FOUND MONUMENTS
I p� I AS SHOWN ON THE PLATS OF FALL CREEK MEADOWS SUBDIVISION NO. 1 AND 2 AND SAGEWOOD
NN 1 22 I 13 7 � SUBDIVISION. THE WEST BOUNDARY WAS ORIGINALLY ESTABLISHED BY RECORD OF SURVEY NO.
o 1 al 1 SAGEWOOD SUBDIVISION i 7524 AND THE NORTH BOUNDARY BY RECORD OF SURVEY NO. 8220. THE WEST BOUNDARY WAS
BLOCK REVISED BY RECORD OF SURVEY NO. 12600. THE MONUMENTS WERE FOUND TO BE WITHIN
z a 7 I BK 1104 PG 15846 ACCEPTABLE STANDARDS. THE BEARINGS AND DISTANCE SHOWN HEREON ARE BASED ON THE
j 23 12 8 �� FIELD LOCATED MONUMENTS, CREATING SLIGHT DISCREPANCIES WITH THE RECORD DATA.
BLOCK 3 I REFERENCES
1 8 j I RI)FALL CREEK MEADOWS SUBDIVISION NO. 1, BOOK 114 OF PLATS,PAGES 17036-46
I 24 i 11 9 I _ R2)FALL CREEK MEADOWS SUBDIVISION NO. 2, BOOK 115 OF PLATS,PAGES 17181-88
i R3)SAGEWOOD SUBDIVISION,BOOK 110 OF PLATS,PAGES 15846-48
R4)RECORD OF SURVEY NO.8220
9 I R5)RECORD OF SURVEY NO. 7524
BLOCK 2 i I R6)RECORD OF SURVEY NO. 10894
1 25 ` 10 R7) WARRANTY DEED INST. NO.8940813
1 \ I 10 r — — R8)QUITCLAIM INST. NO. 108034109
— — R9) WARRANTY DEED INST. NO.2018077603
SEE SHEET 3 OF 5 FOR LINE AND CURVE TABLES R10)RECORD OF SURVEY INST. NO. 12600
FND 1/2"REBAR/ILLEGIBLE • �__ _ —_ _ _ 1 _ W. DAVENPORT ST_.J
REPLACED W/5/8"REBAR/CAP PLS 115744 ..., BLOCK 1 \ / W. DAVENPORT STREET (PUBLIC) (PUBLIC)
26
ti6j o� 2030 S. WASHINGTON AVE.
BLOCK 4 �A EMMETT, ID 83617
4 1 BLOCKO2 D SUBDIVISION 4��Z5T G� �� „ (208) 398-8104
L\
FALL CREEK MEADOWS SIIBDIVISION N0. 1 PLS 1575 0 __ 5 I BK 110, PG 15846 a C FAX (208) 398-8105
BK 114, PG 17036 _ 11574 G� WT00
��T 1 FND 5/8"REBAR/NO CAP � 1/15/21
/ Z o SET CAP PLS 11574
W114 COR.SEC.24 L 46'4S" �T_ o
PLS 11334 CID W 313.9 7�, S 00021'22" W
CP&F#2018-009553 0 �N Z ? 0 2977' BEAG1' WWW.SAWTOOTHLS.COM
4 FALL CREEK MEADOWS SUBDIVISION N0. 2 PLS 11334 i BLOCK 5 SHEET. DATE: DRAWN BY: CHECKED BY: JOB#: DWG#:
r?' BK 115, PG 17180
1 OF 5 1/2021 AM JB 120017 120017-FP
PLAT SHOWING BOOK , PAGE
SAGEWOOD WEST SUBDIVISION
BASIS OF BEARINGS UNPLATTED
S 8903442"E 2655.64'
14 13 --- -- - W. OVERLAND ROAD
---
23 24 PLS 5291 V 800.09' --- S - --- --- --- --- --- --- --- --- --- --- --- --- ---Tprl,
--- --- --- --- - --- --- -
S�° 527.78'
CP&F#107153515 s�6, l/16 COR. SEC. 24 1327.77' N1/4 COR.SEC. 24
S 8961 PLS 5291
FND 1/2"REBAR/NO CAP . F9CP&F#107153516
f� SET 5/8"REBAR/CAP PLS 11574� 106, POINT OF BEGINNING &F#108106004
FND 5/8"REBAR/NO CAP
w L 14
L3 o SET CAP PLS 11574 0
9 00' 0 22.77'
�I • •
5i8903442"E 96.09'
q
v� I
H
r< UNPLATTED I v�
1 � � 11 ��
1 I I � •So00 � � ��
00
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BLOCK 1
M BK 110, PG 15846
1 g ftip titi i 328 ��� S� o i
10.99' / ��ti // // ISO00 9>;
titi
057" e
L7 UNPLATTED 1 S>y� s400, // / / otiv // 7 �
nI I / � // i p0' /^ DSO EXISTING CITY OF MERIDIAN
Q I j r>0 y 12 SEWER AND WATER MAIN
I Eby„ �S 285`s,�_ ti�� 6 // EASEMENT INST. NO. 2015-0959164
C3
of 82<� // N76°4570 _
1 I BLOCK 1 <\ oti
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13
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1 �-------------J bti O" `� i ^�h / ti� i % / �� o SET CAP PLS 11574
�r,N89033'42"W 101.70`� ��55 /gyp yL ��� / 3 60 0 30 60 120
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14 y /
L 2 ^Q'/
I 1
(FEET)
BLOCK 1 I I 1 INCH=60 FT
NI----------------- �'� • �� ��� SS �\LOh � o4 l 1 jai
-N 8903342"W 131.72'----76 �P .0 �'\
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,
L,I � l 1U v v �81i �Lys'T � / i
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------------3.59 • -N 8903342"W 99.83'-
'---� C17 67.95' 1 d
r -N 89033'42"W 123.58 23.5' 23.5' Uj I ` CIS S 89°27'15"E o L
I I o f I o �' O
of > 16 Io I �i 19 h�0 • • C�8 M 1 —
0 10n� i� I I I ti C1y� • N 89°27'15"W W. FLOWER GARDEN STREET (PUBLIC)
° 1 in L-N 89°3342"W 100.00'-� ° o ° CZp -52.62' _ °PLS 11118 N I 10'(TYP) N 89 33'42"W 115.05' w ti - - - T
r / O
z r--N 89°3342"W 121.43'-- I If10'(TYP) i i / �' �� 52.68' M — — — I
LEGEND ; ' of I of ; ti c21 N s9°z7'15"w r
18 , al 2 /h .� \. 1 _
of 17 jCo w u'I "'I 9.33'
/V v \
�n � 9 -N 89°3342"W 91.86' 1
SUBDIVISION BOUNDARY LINE I dI L-N 8903342"W 100.00'--i L.N 8903342"W 101.15'-
L-----------------� U U �,/ 2 rn
r-------------- r-------------- UI
EXISTING DEED OR LOT LINE � N
�- N 8903342"W 119.27- IU I to
- CENTERLINE I q of I of • I I�
--- --- SECTIONAL LINE 3.91' �o WIp. �i 17 LnI 3 IN 23.5' 23.5' �L-N 89°3342"W 100.00'--i
I
----------------- PUBLIC UTILITIES,IRRIGATION AND DRAINAGE EASEMENT �1 CIF-- 10'(TYP) 18 rLn L-N 8903342"W 100.00'-� �-N 8903342"IN 100,00'-j"' a
BLOCK 3
'' -------- � o ' II-o C7 I jI
f ' -
L (TY-P-)
LOT LINE r-------------7 ------------—7 o 3
--r�IIt
Q)FOUND 5/8"REBAR/CAP PLS 5082 OR AS NOTED BLOCK 2 o
-N 89°3342 W 116.80'-- o 16 4
L19 ") I Z -N 89°3342"W 100.00'-0 FOUND 1/2"REBAR/CAP PLS 11118 OR AS NOTED I �I
Lnf �; 0' I I r---------
FOUND 1/2"REBAR/CAP PLS 7323 I O N 893342 W 100.0 � L-N 89°3342"W 100,00'--1 10'(TYP)
REPLACED W/5/8 REBAR/CAP PLS 11574 N L---------------- rn zl 0I
F ____________ 1 4 t
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W�
j S5T 74
I f-N 8903342"W 114.29' �IFOUND ALUMINUM CAP
1/15/21�J
I io1 �o rn W of 15 al 01 5 Io �
o f I o �r I c° d l I o 1 I o t7 o L-N 8903342"W 100.00'- I OF 1�
y FOUND BRASS CAP I o I 20 C� 4`� � "'I �'I "'I 11.75' I`^ I� ip /�F BE A
hl N o �I r-------------�11
® FOUND 1/2"REBAR/CAP PLS 11334 M ___________16_13_J o O L-N 89°33'42"W 100.00'- -N 89°33'42"W 100.00'- d I a oO F G
Nz ov r-------------� r------------- - ol- 5 oo 2
(5FOUND BRASS PLUG PLS 11118 N 1 ---N 89°33'42"W 111.79'-- I o of 10 (TYP) o00 LLnI"' L
Q I I_ of I of Io o I N I I
Q• SET 5/8"REBAR/CAP PLS 11574 Z I ooi 21 ioo I I 14 i i 6 io o N 8903342"W 100.00'J�! p�
-----------
• SET 112"REBAR/CAP PLS 11574 1 ' 8903342"W 100.00'--j �-N 8903342"W 100.001- o 00
1 L--------------J -------___ oIo
r -----, r u� ° o� 6 alo ° 2030 S. WASHINGTON AVE.
0 CALCULATED POINT r--N 8903342"W 109.29'-� j N 61 I h��
1 LOT NUMBER I oo l 13 o f M,l o I I Un j
SEE SHEET 3 �i I � 7 i L-N 89033 "IN 100.00' EMMETT, ID 83617
ACHD RIGHT OF WAY DEDICATION �-N 8913342"W 100.00'- �-N 8903342"W 100.001- I SEE SHEET 3 // (208) 398-8104
ACHD MASTER DRAINAGE /J T T FAX (208) 398-8105
EASEMENT,SEE NOTE 8 =y& 1,// OO/
SEE SHEET 3 OF 5 FOR LINE AND CURVE TABLES �cnd 5urveyinq ��C
WWW.SAWTOOTHLS.COM
SHEET: DATE: DRAWN BY., CHECKED BY: JOB#: DWG#:
2 OF 5 112021 AM JB 120017 120017-FP
PLAT SHOWING BOOK , PAGE
SAGEWOOD WEST SUBDIVISION
-N 8903342"W 109.29'-
`°I 1 o I
1 of 22 SAGEWOOD SUBDIVISION
"n '-� r N 89°3342"W 100.00'-
t a 10'(TYP) 1 i0' TVP �I BLOCK 4
`-------------- ra. ° I of ( ) 10 BK 110, PG 15846
Co r-N 89 3342"W 100.00'- N 89 3342"W 100.00'- a o I 7 I o
1 -N 8903342"W 106.79'- w 1 b l o f I o I j
of I of to �I I 1 1
�o w o1 12 I of 8 to " L-N 8903342"W 100.00'
23 �U) I I �^I
I uOi� c� O . r-------------�
-N 89°3342"W 100.00'-� �-N 89°3342"W 100.00'-� w I
I 10'(TYP) 1 9 o BLOCK 3 I
L-------------- C'1 o d d of Io
Cp Q O r-------------� r----------- I OI 8 10
N I �-N 8903342"W 104.29'- W o 10'(TYP) C7
o I u� z 61 61 - 10'(TYP) I- o z _ j Ln l
oI 24 �^ �I �I I �I Ln �� N L-N 89°3342"W 100.00'-
`o^I 7.50' 23.5' 23.5' } �I o r-------------- 1 SCALE
y 1 1 L-----i00.00'------ If10'(TYP)
N • cn I 60 0 30 60 120
U N 8903342"W 200.00' ;o `^I 9 to co
/ N -N 89°3342"W 102.09'- w 23.5' 23.5'
N f BLOCK 2 ^' 1 N 1
1 0l 25 I\ n \ n�, 10 !��`N 8903342"W 94.57 J o J (FEET)
z o l \ �� o _
1 INCH=60 FT
1 L"i ° y� L16 � <<'u 10 14.58'�
C36 I
---------------' r'� I 80.00' o
\ C-N 89°33'42"W 114.09'---\ \ 5 �1g L15
�'�' 78.49' 12.50' N
FND 1/2"REBAR/ILLEGIBLE • l3.69' _ _ • _ _ _ W. DAVENPORT ST PUBLIC)
-]
REPLACED W/5/8"REBAR/CAP PLS 11574 BLOCK 1 � �� • W. DAVENPORT STREET S 89°33'06"E 201.99' o0
T 26 ° r,
3g (PUBLIC) 202.00' N
s6�sue'' G
N `fie F� 50.00' 50.00' S .0 ' _5 10
6roO 10'(TYP)\ �� • � o N (TYP) 79.51'
I LEGEND
J \
I I o
9 % I o • �W�V % 1 R 1 � BLOCK 4 I J I-
6 ILn I SAGEWOOD SUBDIVISION -- -- SUBDIVISION BOUNDARY LINE
Sg
2 I 3 I I IO1 BLOCK 2 I a I
w EXISTING DEED OR LOT LINE
I u, 4 I BK 110, PG 15846
FALL CREEK MEADOWS SUBDIVISION NO. 1L_ o N 5 I
BLOCK 1 PLS 15758 ° I Lo i o I o CENTERLINE
BK 114, PG 17036 o j I --- --- SECTIONAL LINE
l Sr I FND 518"REBAR/NO CAP L__, -� I 5'(TYP)I I I PUBLIC UTILITIES,IRRIGATION AND DRAINAGE EASEMENT
yQN �>>46' SI 0T'J I I I o SET CAP PLS 11574 ------
45 w 3Y SI.07''J L 1 0 LOT LINE
/a 3 92' - I S 00 21 22 W Qo FOUND 5/8"REBAR/CAP PLS 5082 OR AS NOTED
J 29.77'
co o O FOUND 112"REBAWCAP PLS 11118 OR AS NOTED
PLS 11334
^� r� FALL CREEK MEADOWS SUBDIVISION N0. 2 FOUND 1/2"REBAR/CAP PLS 7323
°cb / BLOCK 5 REPLACED W/518"REBAR/CAP PLS 11574
=y� BK 115, PG 17180
g FOUND ALUMINUM CAP
40, FOUND BRASS CAP
° ® FOUND 112"REBAR/CAP PLS 11334
® FOUND BRASS PLUG PLS 11118
Q• SET 5/8"REBAR/CAP PLS 11574
• SET 1/2"REBAR/CAP PLS 11574
CALCULATED POINT
1 LOT NUMBER
CURVE TABLE ACHD RIGHT OF WAY DEDICATION
CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH ACHD MASTER DRAINAGE
Cl 170.70' 55.00' 17704947" N 33019'03"E 109.98'
C2 35.94' 55.00' 3702626" N 76029'17"W 35.30' EASEMENT,SEE NOTE 8
C3 16.91' 55.00' 1703708" N 7505856"E 16.85'
C4 27.03' 55.00' 28009'12" N 53005'46"E 26.75'
C5 45.22' 55.00' 47006'16" N 15028'02"E 43.95'
LINE TABLE C6 45.61' 55.00' 47030'45" N 31050'28"W 44.31'
C7 25.55' 20.00' 73 12'14" N 18 5944"W 23.85'
LINE BEARING DISTANCE C8 15.48' 20.00' 44020'44" N 3302529"W 15.10'
Ll S 8903442"E 41.38' C9 10.07' 20.00' 28051'30" N 030I0'38"E 9.97'
L2 N 0000735"E 3.00' C10 37.01' 123.50' 17010'06" N 09001'20"E 36.87'
L3 S 8903442"E 35.53' Cil 55.49' 100.00' 3104738" S 16020'07"W 54.78'
L4 S 6302243"W 23.55' C12 42.45' 76.50' 3104738" N 16020'07"E 41.91'
L5 N 25008'13"E 2.74' C13 37.41' 76.50' 28001'05" N 18013'23"E 37.04'
L6 S 0202532"E 13.62' C14 5.04' 76.50' 304633" N 02019'34"E 5.04'
L7 N88011'31"E 7.92' C15 42.31' 76.50' 31041'l1" N73°36'40"W 41.77' �ls'rl,► s(j
L8 N 16018'55"W 22.49' C16 23.67' 76.50' 1704334" S 6603751"E 23.57' 4�
L9 N 25008'13"E 12.06' C17 18.64' 76.50' 1305738" N 8202827"W 18.59' ts,
L10 S 16018'55"E 18.02' C18 55.30' 100.00' 31041'l1" N 73036'40"W 54.60' w 11574 ,
Lll N 16018'55"W 4.46' C19 12.58' 100.00' 7012'23" S 61°22'15"E 12.57'
L12 N 77013'56"E 28.28' C20 42.73' 100.00' 2402849" S 77012'51"E 42.40' tJ�1/15/21
L13 N 32013'56"E 26.71' C21 18.26' 133.00' 7052'03" S 85031'14"E 18.25' .�
L14 S 5304252"E 13.97' C22 32.98' 76.50' 24041'56" S 1204716"W 32.72' 600, OF 1�
L16 N 89033'06"W 34.99' C24 53.24' 123.50' 24041'56" N 1204716"E 52.83' OFF BEAG�'��
L17 N 4502636"E 28.28' C25 36.36' 118.26' 17°3703" N 16042'17"E 36.22'
L18 N 5304252"W 13.97' C26 16.89' 123.50' 7050'04" S 04021'19"W 16.87'
L19 N 1601826"W 31.75' C27 116.73' 123.50' 54009'10" N 26038'17"W 112.43'
L20 N 18030'18"E 23.38' C28 8.63' 123.50' 400021" S 0103353"E 8.63'
L21 N 18030'18"E 30.10' C29 52.45' 123.50' 24020'06" N 15044'06"W 52.06'
L22 S 4403324"E 28.29' C30 55.63' 124.74' 25033'06" N 40048'31"W 55.17'
L23 N 4403324"W 7.69' C31 94.51' 100.00' 54009'10" S 26038'17"E 91.04'
L24 S 4403324"E 20.60' C32 72.30' 76.50' 54009'10" S 26038'17"E 69.64' 2030 S. WASHINGTON AVE.
L25 N 18030'18"E 32.85' C33 125.56' 100.00' 71°5636" S 5402836"W 117.48'
C34 31.03' 100.00' 17046'50" S 2702343"W 30.91' EMMETT ID 83617
C35 94.53' 100.00' 54009'46" S 63022'01"W 91.05'
C36 74.52' 125.00' 34009'34" N 73022'07"E 73.43' (208) 398-8104
FAX (208) 398-8105
C37 94.17' 75.00' 71°5636" S 54°2836"W 88.11' ,4� wl �
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PLAT SHOWING BOOK , PAGE
SAGEWOOD WEST SUBDIVISION
CERTIFICATE OF OWNER:
KNOW ALL MEN BY THESE PRESENTS:
THAT I THE UNDERSIGNED DO HEREBY CERTIFY THAT I AM THE OWNER OF THE REAL PROPERTY AS DESCRIBED BELOW
AND IT IS MY INTENTION TO INCLUDE SAID PROPERTY IN THIS SUBDIVISION PLAT.
THE OWNER FURTHER CERTIFIES, THAT ALL LOTS IN THIS SUBDIVISION WILL RECEIVE DOMESTIC WATER FROM THE
CITY OF MERIDIAN AND THAT THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL OF THE LOTS IN THIS ACKNOWLEDGMENT
SUBDIVISION. (I.C. 50-1334)
THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT TO USE SAID STATE OF IDAHO
EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES AND FOR ANY OTHER USES AS DESIGNATED HEREON,AND NO SS
PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAID EASEMENTS. COUNTY OF ADA
THE PUBLIC STREETS, AS SHOWN ON THIS PLAT,ARE HEREBY DEDICATED TO THE PUBLIC.
BASIS OF BEARINGS FOR THIS DESCRIPTION IS SOUTH 89034'42-EAST, BETWEEN A BRASS CAP MARKING THE ON THIS DAY OF , 2021, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC
NORTHWEST CORNER OF SECTION 24 AND A BRASS CAP MARKING THE N114 OF SECTION 24, BOTH IN T. 3 N., IN AND FOR SAID STATE, PERSONALLY APPEARED COREY D. BARTON, KNOWN OR IDENTIFIED TO ME TO
R. 1 W., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO. BE THE PRESIDENT OF CHALLENGER DEVELOPMENT, INC., AN IDAHO CORPORATION, THE CORPORATION
WHICH EXECUTED THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE
A PARCEL OF LAND BEING A PORTION OF THE NW114 OF SECTION 24, T. 3 N., R. 1 W., B.M., CITY OF MERIDIAN,ADA SAME.
COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND SEAL THE DAY AND YEAR IN THIS
COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 24; CERTIFICATE FIRST ABOVE WRITTEN.
THENCE SOUTH 8903442"EAST, COINCIDENT WITH THE NORTH LINE OF THE NW114 OF SAID SECTION 24,A DISTANCE
OF 800.09 FEET,
THENCE SOUTH 57046'04"EAST, 91.06 FEET TO A 5/8"REBAR/CAP PLS 11574 AND THE POINT OF BEGINNING; NOTARY PUBLIC FOR IDAHO
THENCE CONTINUING SOUTH 57°46'04"EAST, 532.56 FEET TO A 5/8"REBAR/CAP PLS 11574 ON THE WEST BOUNDARY
OF SAGEWOOD SUBDIVISION, AS SHOWN IN BOOK 110 OF PLATS, PAGES 15846-15847,ADA COUNTY RECORDS, RESIDING AT
THENCE SOUTH 0026'18"WEST, COINCIDENT WITH SAID WEST BOUNDARY OF SAGEWOOD SUBDIVISION, 759.66 FEET MY COMMISSION EXPIRES
TO A 5/8"REBAR/CAP PLS 11574 MARKING THE SOUTHWEST CORNER OF SAID SAGEWOOD SUBDIVISION AND AN
ANGLE POINT IN THE NORTHERLY BOUNDARY OF FALL CREEK MEADOWS SUBDIVISION NO. 2,AS SHOWN IN BOOK 115
OF PLATS, PAGES 1 71 80-1 71 88,ADA COUNTY RECORDS;
THENCE SOUTH 0°21'22"WEST, COINCIDENT WITH SAID NORTHERLY BOUNDARY OF FALL CREEK MEADOWS
SUBDIVISION NO. 2,A DISTANCE OF 29.77 FEET TO A 5/8"REBAR/CAP PLS 11334;
THENCE NORTH 7704645"WEST, COINCIDENT WITH SAID NORTHERLY BOUNDARY OF FALL CREEK MEADOWS
SUBDIVISION NO. 2 AND FALL CREEK MEADOWS SUBDIVISION NO. 1,AS SHOWN IN BOOK 114 OF PLATS, PAGES
17036-17046,ADA COUNTY RECORDS, 313.92 FEET TO A 5/8"REBAR/CAP PLS 15758;
THENCE NORTH 61001'45"WEST, COINCIDENT WITH SAID NORTHERLY BOUNDARY OF FALL CREEK MEADOWS
SUBDIVISION NO. 1,A DISTANCE OF 210.96 FEET TO A 518"REBAR/CAP PLS 11574;
THENCE NORTH 2°2532"WEST, 410.28 FEET TO A 5/8"REBAR/CAP PLS 11574;
THENCE NORTH 2°01'52"WEST, 178.11 FEET TO A 5/8"REBAR/CAP PLS 11574;
THENCE NORTH 1°48'29"WEST, 147.07 FEET TO A 5/8"REBAR/CAP PLS 11574;
THENCE NORTH 0°3525"WEST, 167.48 FEET TO A 5/8"REBAR/CAP PLS 5082; CERTIFICATE OF SURVEYOR:
THENCE SOUTH 8903442"EAST, PARALLEL WITH SAID NORTH LINE OF THE NW114, A DISTANCE OF 41.38 FEET TO A I, JEFF BEAGLEY, PLS, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY
518"REBAR/CAP PLS 5082; THE STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS
THENCE NORTH 000735"EAST, 3.00 FEET TO A 5/8"REBAR/CAP PLS 11574; DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND
ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF
THENCE SOUTH 8903442"EAST, PARALLEL WITH SAID NORTH LINE OF THE NW114, A DISTANCE OF 35.53 FEET TO THE IDAHO CODE RELATING TO PLATS, SURVEYS AND CORNER PERPETUATION AND FILING ACT, IDAHO CODE
POINT OF BEGINNING. 55-1601 THROUGH 55-1612.
THE ABOVE DESCRIBED PARCEL CONTAINS 10.366 ACRES, MORE OR LESS.
45 1ls
11574
CHALLENGER DEVELOPMENT, INC. JEFF BEAGLEY a �i P.L.S. 11574
COREY D. BARTON, PRESIDENT c1�,1/ss/z1�
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EMMETT, ID 83617
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PLAT SHOWING BOOK , PAGE
SAGEWOOD WEST SUBDIVISION
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 , 2021 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
CENTRAL 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 12021.
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 SS
APPROVE THIS PLAT. COUNTY OF CANYON
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 , 2021, 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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a 11574 2030 S. WASHINGTON AVE.
EMMETT, ID 83617
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