CC - Final Plat PLAT SHOWING
RRICKSUBDIVISIONNO.WA 3 NOTES
CP&F CP&F
20,7-,20266 BASIS OF BEARING 112102945 S89'43'43"E 2656.26' . LOCATED IN THEN 1 /2 OF THE NE 1 /4 OF SECTION 32, T.3N., RA E.,
1/4 S.29 ___ E. _AMITY RD. __ _$•29 S.28 1. EXCEPT FOR THE COMMON LOTS, A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES.
•5.32 - S.32 •S.33 B• A D A COUNTY, IDAHO PROPERTY LINES DRAINAGE COMMON TO A PUBLIC RIIGATION GHT-OF-WAY.OF WAY MEATTEN (10)HEREBY
FOOT DESIGNATED
WIDE PERMANENT
2020 LOT DRAINAGE AND PRESSURE IRRIGATION EASEMENT IS HEREBY DESIGNATED ALONG ALL
� REAR LOT LINES, UNLESS OTHERWISE SHOWN. A FIVE (5) FOOT WIDE PERMANENT PUBLIC
I UTILITIES AND LOT DRAINAGE EASEMENT IS HEREBY DESIGNATED ALONG THE SIDES OF
I� INTERIOR LOT LINES AS SHOWN. THE ABOVE EASEMENTS ARE AS SHOWN ON THIS PLAT
IQ 2. THIS DEVELOPMENT RECOGNIZES IDAHO CODE, TITLE 22, CHAPTER 45 RIGHT TO FARM,
W SECTION 22-4503, WHICH STATES "NO AGRICULTURAL OPERATION OR AN APPURTENANCE
I dry' TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED
CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER THE
SAME HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS
NOT A NUISANCE AT THE TIME THE OPERATION BEGAN; PROVIDED, THAT THE PROVISIONS
OF THIS SECTION SHALL NOT APPLY WHENEVER NUISANCE RESULTS FROM THE IMPROPER
OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION OR APPURTENANCE TO IT."
I 3. IRRIGATION WATER WILL BE PROVIDED TO THIS SUBDIVISION IN COMPLIANCE WITH IDAHO
CODE SECTION 31-3805 (1)(b). THIS SUBDIVISION IS SITUATED WITHIN THE NEW YORK
` IRRIGATION DISTRICT. IRRIGATION WATER WILL BE DELIVERED TO EACH LOT BY SAID
DISTRICT. EACH LOT OWNER SHALL BE RESPONSIBLE TO PAY IRRIGATION ASSESSMENTS TO
0 BLOCK 2 '��OD O� SAID DISTRICT.
In 9A2 f�,�Q50 ♦ 4. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN
13 ���, W C
WARRICK SUBDIVISION N0. 9 ♦ EFFECT AT THE TIME OF THE RE-SUBDIVISION.
I vi po ro
CIO' \wry �'J�i� `♦ 5. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING AND
�9� 14 ♦ SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS, OR
r i N16'47'30"E \ AS SPECIFICALLY APPROVED AND/OR REQUIRED, OR AS SHOWN ON THIS PLAT.
M BLOCK 4 83.76'
12 11 ♦ 6. LOTS 19 AND 20, BLOCK 2; LOTS 21 AND 29, BLOCK 4; LOTS 1 AND 9, BLOCK 7; AND
�i 13 NO'18'22"E 10 O9 O8 O7 I O6 I 5O I �4 I O3 O2 O1 15 ♦ LOT 1 AND 6, BLOCK 8 ARE COMMON LOTS WHICH SHALL BE OWNED AND MAINTAINED BY
THE HOMEOWNERS ASSOCIATION. EXCEPT FOR LOT 1, BLOCK 3 ALL COMMON LOTS ARE
ODI 25.01' - S89-41-38"E 489.99' to �+ 20` SUBJECT TO A BLANKET PUBLIC UTILITY AND PRESSURE IRRIGATION EASEMENT.
r .•- -- -- .t
c�i� $89'41'22LE D y0G 6 ♦ 7 SYSTEM19THISOCK LOT2ISI ENCUMBNT TO AND ERED ERED BY THATNTAIN THE ACHD STORM FIRST AMENDED MASTERWATER DRAINAGE
PERPETUAL STORM
145.00' BLOCK 4 Z $ O ` WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015, AS INSTRUMENT NO.
♦ 2015-103256 OFFICIAL RECORDS OF ADA COUNTY AND INCORPORATED HEREIN BY THIS
16 I.
20 22 23 24 25 26 27 28 29 70 17 ♦ REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE MASTER EASEMENT
SW CORNER OF 00 p � ` AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO
LOT 3, SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND
BLOCK 6 BLOCK 4 � 21 y 1 g ♦♦ MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM
N84'50 48 1,S89*,41'22"E
p I
38.1 1 Z I 19 _ _ _ _ E. _ALSTON ST. _ _ _ _ _ - E. ALSTON S su'' 8. LOT 20, BLOCK 2 AND LOT 1. BLOCK 8 SHALL BE SUBJECT TO A OPERATION AND
ZS89*41'22"E_ '�- ♦�t'j, MAINTENANCE EASEMENT FOR TEN MILE CREEK IN FAVOR OF THE NAMPA-MERIDIAN
141.00 121.00' 19 Gj�/ sus IRRIGATION DISTRICT.
' REAL POINT OF I 18 1 BLOCK 7 S` 55% ♦<N 9. LOT 21, BLOCK 4 IS SERVIENT TO AND CONTAINS AN INGRESS/EGRESS EASEMENT FOR
BEGINNING " \ gyp., ♦ ��� LOTS 19 AND 20, BLOCK 4.
I N89 41 22 W O O O O O O O O 0 �9�\
NO"18 38 E 2 3 4 5 6 7 8 9 10 11 yF �,� `�S• 10. CITY OF MERIDIAN PEDESTRIAN PATHWAY EASEMENT INST. N0.
i 70.00' 121.00' L3
I J 'Q\ / ♦ 11. ACHD TEMPORARY LICENSE AGREEMENT INST. NO.
S. PLUMERIA AVE. - - �y< O
-- N89'41'38"W 256.01' IC
N89'41'01"W 295.00' Iw q\
I S82'10'34"W SHEET 2 it Lo ♦ _SHEET 2
70.71' __ '"__
I_
SHEET 3 cojo 12 \� Q ♦ SHEET 3
UNPLATTED O 1
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9 ♦
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N O� A<
I p 01 O O
I Z I BLOCK 8
C-N 1/16 NO'18'05"E O ♦♦
S.32
__ _ __ 30.00' _ _ 62.77' _ NO
PLS 11118 --- -- - --- --- N89'41'38"W 1148.07' - - - --- -- - --- - -- -- -- � - � -"�--- � S
N89 42 04 W 534.29 W.C. AGE NSFo GAG
SOUTHERN HIGHLANDS SUBDIVISION NO. 4 a 7729
BLACKROCK SUBDIVISION N0. 9
LEGENDN9�
G''PFCO� O F \
d 1 0 FOUND 5/8" IRON PIN Y &G
O FOUND 1/2" IRON PIN
FOUND ALUMINUM CAP MONUMENT
• SET 1/2 IRON PIN WITH CAP PLS 7729
LINE TABLE J
LINE LENGTH BEARING � (-' � SET 5/8" IRON PIN WITH CAP PLS 7729
l � CALCULATED POINT
L1 47.04 N89'41'38"W
L2 55.31 NO"19'11"E
W.C. WITNESS CORNER
L3 59.00 1 N90'00'00"W -- -- SUBDIVISION BOUNDARY LINE
LOT LINE
25 100 300 --- SECTION LINE
0 50 200 RIGHT-OF-WAY LINE BOOK PAGE
SCALE: 1" = 100' - — CENTERLINE IDAHO
9955 W. EMERALD ST.
70 LOT NO. JOB N0. 20-106 SURVEY BOISE, IDAHO83704
(208)846-8570
P:\Warrick Sub No 3 20-106\dw \Plat\Warrick Sub 3 PLAT.dw 4/6/2020 9:50:11 AM SHEET 1 OF 5 GROUP, LLC
WARRICKSUBDI VISION NO. 3
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BLOCK 2 11�0 5 ��\ ♦♦
WARRICK SUBDIVISION NO. 1 �' 13 'L� " W'C'
9p ,Or"p /,' \�p�0 �\\\
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N16'47'30"E 23.61' N36'5358"W ,0�, .'N ?p \`�
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13 NO'18'22"E 10 0 0 0 0 25.46 '�,�' 15 �, �. ♦♦
25.01' 34.69' y1 N\ ��f 10'0 0e#*��,' �\?00. \.\
' --------
w19 ,.o'b yXr"S89'41'38"E 489.99' 0I s o69.99' .00, 0 - ' GfFF -------- _ _- -- 70.00' 70.00' ---70.00'--� 70.00'
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Lc) n `S89'41'22"E 145.00' S34-09-49-E r D ♦5.0 olr010.50 < �------ 121.00 - O C10- S89'42'37"E >I- 7000 7-0 C11 _65.86'_C , 18 3.50'
BLOCK 4 -25,01 '-_-
.0 . . . _0
17 010 19 10 coi N89'41'38"W 448.51' 0-'- 60 ♦Q' s �\
Z 1 n i i J �-- - - - 485.01 _ - - - - - - - _ 102.36'
I o, E. ALSTON ST. N89'41'38"W 587.37' - - -
�_ " ' G N89.41'38"w 87.37, E. ALSTON ST.
---S89'41 22 E----J� /,�
-- -- -- O�
i G __51_99 _ 62.00 62.00 70.00 70.00 70.00 70.00 70.00 46.38 / 19.00 t3`
I-------121.00------� _ ._. .�-_-: :-:_ -_.-- _ CAB
I rO I I� • I I I I I I _ I �_ -.-:_�. f-_--.-- �_--_.-� r_-__-� •�9 19 / / �S �`
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REAL POINT OF i " i i l i o f i i i i i i 15.00 \ ,� s0• / h
SO'18 38 W in i i i 'o b i i �� 0 \ O
BEGINNING I 18 I I / ♦� O 19.00
1 45.02' 1 I I l i N i I s �'��•o \ ` F
1 1 1 �n 1 I I w l w w 1 BLOCK 7 w I 3 1 N I I \gip �sss O / 50 +� 5, .N9l 50 ♦ 'F
1 rn I w a N -' N o � w 1 �? s O•\ O'S• �, '� 'S
J I N - N O N O O \�• `o
19.00 19.00, N 0 N O0 N O N O N O N O w w N Op ��j' �y\3T 9 / O6 GjS��e
NO'18'38"E L----N89'41'22"W--� 21.00' °° Q O O r, O � O r, N 00 0 N N O -00
O \� \ o-� y P:Q6,Oti 9 `�\.-- 0 M r 4 0 5 0 6 0 - 7 0 - 8 N 9 N 10 =- 11 \ 2.p� pp `��.yg�y•Oro Og �\ �\\ `♦
70.00 I I \ '� ti
121.00 L3 1 O z I ? I z i ? i ? i o 0 z i � ss�y C22 S� �y�♦, o;'o o, �.\\
Z 9
tV 1 l I I 0 I I I I I I 1 1 l l 15.00' 1 1 .,�lC ,. cS` /L .Q6 o. \
J I I I I 5.0'---I I I l l 1 1 I I I 1 1 1 5$ 91 N� s!y r7 �y� O s `
L---------J ---------J L--- -- L------------ 6 ,� s �� ♦�
I I I I I I I I I ---J , . , ,6 \` N O o > s .. s
S. PLUMERIA AVE. L_-- _ _J L_ __--__J L---____-J L-----__ � ------ 70.00 _ 70.00 �o_oo _ 70.00 � c24 2 1 ' ,
62.01' 62.00__ _62.00' 70.00' -- v s; \ "p�
N 9'41O1"W 295.00 s \ C25 +�, \� �N
cps
O DETAIL B '� `�
- N89'41 38"W 256.01 i \`��s ' ss ,O'L \ o \
N.
r " Qd0.
UNPLATTED S82'10 34 W ( \� s�s o-`�/ S '� ` `
70.71' SHEET 2 ------ I �� s'N oo- `�''� > \:'�- ♦♦ SHEET 2
SHEET 3 1 i 12 �� �\ ss 3 -
1 SHEET 3
d�O,0� r'�y0�100 �O•
F� �. 'flp, <'� 4
Os�\
O FOUND 5/8" IRON PIN
F�s �o
� FOUND ALUMINUM CAP MONUMENT
BLOCK 4 C� O • SET 1/2 IRON PIN WITH CAP PLS 7729
28 29 BLOCK 8 SET 5/8" IRON PIN WITH CAP PLS 7729
70.00' 3.50' CALCULATED POINT
C8 �9'A Or's O W.C. WITNESS CORNER J L
SUBDIVISION BOUNDARY LINE
D G
E. ALSTON ST. �y - LOT LINE G o s�
SECTION LINE
RIGHT-OF-WAY LINE 7729
- - - - - CENTERLINE S�
DETAIL 'A' DETAIL 'B' -----------------
EASEMENT LINE 10 60 180
SCALE:1"=5' SCALE:1"=5' R y G•C P
_..._..._..._..._..._..._ CITY OF MERIDIAN PEDESTRIAN 0 30 120
PATHWAY EASEMENT-SEE NOTE 11
_ . _ . _ . _ . _ . _ . _ ACHD PERMANENT EASEMENT LINE SCALE: 1" = 60'
TJ� INST NO.
L Z 1?�7 1 IRRIGATIOIDAHO N EASEMENTNLINERESSURE
70 LOT No.
IDAHO
9955 W. EMERALD ST.
SURVEY BOISE, IDAHO 83704
JOB NO. 20-106 (208)846-8570
P:\Worrick Sub No 3 20-106\dwg\Plat\Warrick Sub 3 PLAT.dwg 4 6/2020 9:50:47 AM SHEET 2 OF 5 s GROUP, LLC
WA RRICK SUBDI VISION NO. 3
/v
-',\ J-tt (L'
SHEET 2 ------N Ito 12 ��\ F 0. J` 3 ,�' - ��.._ ♦ _ SHEET 2 _-
SHEET 3 I O ` `�\ s� O
0010 ��\ s \ 6'. \, f�1 �. �\\ ' `�\ SHEET 3
Z N53'06'02"E \) N�' s`�SUP'*��\ p�p'Lp�,. \\00. \\ ♦♦
9.58' N
i v
j S89-41-38"E ���' v1 s\`'coo `�. �' �' j `\�.. ♦ 10 60 180
�----,7.77': _ ��� C280. Q pti�;,� 0 30 120
�A as\. p6 \--o ti \\
L1 19.0o C26 . q�� o\ 6� \o. sa►.
LB _ i o. -X F�� o 5g gyp. s \\ s♦ s SCALE: 1 = 60
19.00' C29 G'S 9.98, l�Of DETAIL C \\ `1d4 \� ?� mod'•
E. RINCON ST. , \ C35 ,' \\\ •s\s
1 = S53'06'02"W ,+ M ,�g C36 O 7tj R\�; ♦susLEGEND
9.58' 33.14
w 1 i N89'41 38 W i W O�\ �p0 �� j0 \\\. ♦��j FOUND 5/8" IRON PIN
17.77' I M cn 1 �� Sy �,�• o, \�
N O !-0 3 _i N \ �` �,� ''� 0- FOUND ALUMINUM CAP MONUMENT
N O) ' `\\
N
(2)
I
Z
1 O N m jib, V.
♦♦ • SET 1/2 IRON PIN WITH CAP PLS 7729
a�
BLOCK 8 O. O `♦
c� SET 5/8" IRON PIN WITH CAP PLS 7729
1 i i i Qy / ��. `� ♦ 0 CALCULATED POINT
---------- L-------- 0+� C37 , O \\\ ` W.C. WITNESS CORNER
9.
NO'1 ,.30 00' N89'41'38"W 140.00' - \`:\ ♦♦ -- --
\� SUBDIVISION BOUNDARY LINE
__ 471.52' -- 62.77'_ __-- LOT LINE
N89'42'04"W 534.29' W.C.
--- SECTION LINE
RIGHT-OF-WAY LINE
- - - - - CENTERLINE
------ EASEMENT LINE
...... CITY OF MERIDIAN PEDESTRIAN
CURVE TABLE CURVE TABLE LINE TABLE PATHWAY EASEMENT-SEE NOTE 11
CURVE RADIUS LENGTH CHORD DIST. CHORD BRG. DELTA CURVE RADIUS LENGTH CHORD DIST. CHORD BRG. DELTA LINE LENGTH BEARING _ . . . . . . . . . . . _ AC HD PERMANENT EASEMENT LINE
INST NO. 2019-063749
C1 50.00 78.54 70.71 S45"18'30"W 89'59'44" C21 69.00 41.46 40.84 N54'06'52"W 34*25*48" L1 47.04 N89'41'38'W r - IDAHO POWER COMPANY-PRESSURE
C2 69.00 108.38 97.58 S45'18'30"W 89'59'44" C22 17.50 27.49 24.75 S81'53'58'E 90.00.000 L2 55.31 NO'19'11"E IRRIGATION EASEMENT LINE
C3 69.00 66.87 1 64.28 S28'0424"W 55'31.32" C23 1 17.50 27.49 1 24.75 S8'06'02"W 90'00'00" L3 59.00 N90'00'00"W O LOT NO.
C4 69.00 41.51 40.89 S73'04'16"W 34'28'11" C24 17.50 25.48 23.29 S11'22'55"W 83.26'15" L4 43.11 N36'53'58"W
C5 31.00 48.69 43.84 S45'18'30"W 89'59'44" C25 17.50 2.00 2.00 S33'37'05"E 6'33'45" L5 44.81 SO'18'38"W
C6 31.00 38.51 36.08 S35'54'04"W 71*10'51" C26 120.00 77.92 76.56 N71'42'12"E 37*12'20" L6 94.98 NO'18'38"E
C7 31.00 10.18 110.13 S80'53'56"W 18'48'52" C27 117.50 27.49 124.75 N8.06'02'E 90'00'00" Ac ^0
C8 17.50 27.49 24.75 N45'18'22"E 90.00'00" C28 17.50 27.49 24.75 N81'53'58"W 90'00'OW
C9 17.50 27.49 24.75 S44'41'38"E 90'00'00" C29 139.00 90.26 88.68 N71'42'12"E 37*12'20-
C10 17.50 19.35 18.38 S31'21'47"E 63*20'17' C30 101.00 65.59 64.44 N71'42'12"E 37*1220'
Cll 1 17.50 8.14 8.07 S76'21'47"E 26'39'43" C31 139.00 36.72 36.61 N60'40'04"E 15'08'04" O� 4
O•
C12 120.00 75.42 74.18 N17'41'56"W 36'00'35" C32 139.00 53.54 53.21 N79'16'14"E 22*04'15' BLOCK 8 r1 qN0
C13 101.00 47.92 47.47 N13'17.06"W 27*10'55" C33 21.00 28.82 26.61 N2.2455"E 78'37'46" O`�S40`rG,pG
C14 139.00 90.26 88.68 N18*17'48"W 37'12'20" C34 26.00 13.00 12.86 S51*13'05"E 28'38'15" S 0
C15 139.00 51.71 51.41 N26'14'33"W 21"18'50" C35 26.00 4.12 1 4.11 S41'26'06"E 9'04'16' G,9 O N 7729
C16 139.00 38.55 38.43 N7'38'23"W 15'53'29" C36 26.00 8.88 8.84 S55.45'13"E 19'33'59" F,Q c3s 9�f��jzo\�Q-
C17 50.00 46.07 44.46 N63'17'48"W 52.47'40" C37 54.00 270.74 64.04 N78'05'48"E 287'16`01" o%p cpRYG.C
C18 31.00 28.56 27.56 N63'17'48"W 52'47'40" C38 54.00 66.07 62.03 N30'29'05"W 70.06*15"
C19 69.00 63.58 61.35 N63'17'48"W 52.47'40" rC39154.00 204.67 102.37 S66.51'05"E 217'09'46"
C20 69.00 22.12 22.02 N80-30-42"W 18.21'51"
DETAIL 'C'
SCALE:1"=5'
IDAHO
9955 W. EMERALD ST.
OISE, IDAHO
JOB NO. 20-106 SURVEY 08)846-85 0 83704
P:\Warrick Sub No 3 20-106\dwg\Plat\Warrick Sub 3 PLAT.dwg 4/6i2020 9:51:06 AM SHEET 3 OF 5 GROUP, LLC
WA RRICKSUBDI VISION
3
CERTIFICATE OF OWNERS CERTIFICATE OF SURVEYOR
Know all men by these presents, that Calistoga Partners, LLC, an Idaho limited liability coampany, is the owner of the real I, Gregory G. Carter, do hereby certify that I am a Professional Land Surveyor licensed by the State of Idaho, and that this plat as
property hereafter described:
described in the "Certificate of Owners" was drawn from an actual survey made on the ground under my direct supervision and
A parcel of land located in the N 1/2 of the NE 1/4 of Section 32, T.3N., R.1 E., B.M., Ada County, Idaho more particularly accurately represents the points platted thereon, and is in conformity with the State of Idaho Code relating to plats and surveys.
described as follows:
Commencing at the N 1/4 corner of said Section 32 from which the NE corner of said Section 32 bears South 89043'43" NO
East, 2656.26 feet;
thence along the North-South centerline of said Section 32 and the West boundary line of Warrick Subdivision No. 2 as \ NSFo s��G
filed in Book of Plats at Pages through , records of Ada County, Idaho South 00018'38" West, 915.75 feet to o
the SW corner of Lot 3, Block 6 of Warrick Subdivision No. 1 as filed in Book of Plats at Pages through 7
Gregory G. Carter °- N ,y � 2 9 0 P.L.S. No. 7729
records of Ada County, Idaho; � ZG�� ,r
thence along the South boundary line of said Warrick Subdivision No. 1 for the following 9 courses and distances: cp 9 of
thence South 89041'22" East, 141.00 feet; GORY
thence North 84°50'48" East, 38.17 feet;
thence South 89041'22" East, 121.00 feet to the SE corner of Lot 17, Block 4 of said Warrick Subdivision No. 1, point also
being the REAL POINT OF BEGINNING;
thence North 00018'38" East, 140.06 feet;
thence South 89041'22" East, 145.00 feet;
thence North 00018'22" East, 25.01 feet;
thence South 89041'38" East, 489.99 feet;
thence North 16047'30" East, 83.76 feet;
thence North 53006'02" East, 171.00 feet to a point on the approximate centerline of Ten Mile Creek; ACKNOWLEDGMENT
thence along said centerline South 36053'58" East, 971.35 feet to a point on the North boundary line of Blackrock
Subdivision No. 1 as filed in Book 96 of Plats at Pages 12003 through 12008, records of Ada County, Idaho; State of Idaho )
thence leaving the approximate centerline of Ten Mile Creek and along the North boundary line of said Blackrock
Subdivision No. 1 North 89042'04" West, 534.28 feet; ) s.s.
County of Ada
thence leaving said North boundary line North 00°18'05" East, 30.00 feet; )
thence North 00018'22„ East, 159.00 feet; On this day of , 20 before me, the undersigned, a Notary Public in and for said State, personally
thence North 89°41 38 West, 47.04 feet; appeared Joseph Atalla, known or identified to me to be the manager of Calistoga Partners, LLC., the Idaho limited liability company
thence North 00 18 22 East, 120.95 feet;
thence North 89°41'01" West, 20.95 feet; that executed the instrument or the person who executed the instrument on behalf of said limited liability company and acknowledged
thence South 82010'34" West, 70.71 feet; to me that said limited liability company executed the same.
thence North 89041'38" West, 256.01 feet;
thence North 00019'11" East, .55.31 feet;
thence North 90000'00" West, 59.00 feet; In witness whereof, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written.
thence North 89041'22" West, 121.00 feet,
thence North 00018'38" East, 70.00 feet to the REAL POINT OF BEGINNING. Containing 10.31 acres, more or less.
My commission expires Notary Public for Idaho
It is the intention of the undersigned to hereby include the above described property in this plat and to dedicate to the public, Residing in Idaho
the public streets as shown on this plat. The easements indicated on said plat are not dedicated to the public. However, the
right to use said easements is perpetually reserved for public utilities and for such other uses as designated hereon, no
permanent structure other than for such utility purposes are to be erected within the limits of said easements. All lots in this plat
will be eligible to receive water service from an existing City of Meridian main line located adjacent to the subject subdivision,
and City of Meridian has agreed in writing to serve all the lots in this subdivision.
Calistoga Partners, LLC., an Idaho limited liability company
Joseph Atalla, Manager
IDAHO
9955 W. EMERALD ST.
JOB N0. 20-106 SURVEY BOISE, IDAHO 83704
LLC
(208)846-8570
P:\Warrick Sub No 3 20-106\dw \Plat\Warrick Sub 3 PLAT.dw 4/6/2020 9:51:17 AM SHEET 4 OF cJ GROUP, LLG
WA RRICK SUBDI VISION NO. 3
HEALTH CERTIFICATE CERTIFICATE OF COUNTY SURVEYOR
Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied based on a review by a I, the undersigned, Professional Land Surveyor in and for Ada County, Idaho, do hereby certify that I have
Qualified Licensed Professional Engineer (QLPE) representing City of Meridian Public Works, and the QLPE approval checked this plat and that it complies with the State of Idaho Code relating to plats and surveys.
of the design plans and specifications and the conditions imposed on the developer for continued satisfaction of the
sanitary restrictions. Buyer is cautioned that at the time of this approval, no drinking water extensions or sewer
extensions were constructed. Building construction can be allowed with appropriate building permits if drinking water
extensions or sewer extensions have since been constructed or if the developer is simultaneously constructing those
facilities. If the developer fails to construct facilities, then sanitary restrictions may be reimposed, in accordance with
Section 50-1326, Idaho Code, by the issuance of a Certificate of Disapproval, and no construction of any building or County Surveyor
shelter requiring drinking water or sewer/septic facilities shall be allowed.
District Health Department, REHS Date
CERTIFICATE OF COUNTY TREASURER
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 county property taxes for the property
included in this subdivision have been paid in full. This certification is valid for the next thirty (30) days only.
APPROVAL OF ADA COUNTY HICHWAY DISTRICT
The foregoing plat was accepted and approved by the Board of Ada County Highway District Commissioners on
the day of 20
Date County Treasurer
President ACHD
COUNTY RECORDER'S CERTIFICATE
State of Idaho )
APPROVAL OF CITY ENGINEER County of Ada ) s.s.
I hereby certify that this instrument was filed for record at the request of at
I, the undersigned, City Engineer in and for the City of Meridian, Ada County, Idaho, hereby approve this plat. Minutes past O'clock M. on this day of 20 , in Book
of plats at Pages
Instrument No.
City Engineer Date
Deputy Ex-Officio Recorder
Fee:
APPROVAL OF CITY COUNCIL
I, the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho, hereby certify that at a
regular meeting of the City Council held on the day of 20 , this plat was
duly accepted and approved.
City Clerk, Meridian, Idaho i
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9955 W. EMERALD ST.
SURVEY BOISE, IDAHO 83704
JOB NO. 20-106 (208)846-8570
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