HomeMy WebLinkAboutFinal Plat NEWKIRK SUBDIVISION NO. 2 PLAT NOTES BOOK , PAGE
1. EASEMENTS: A PEMANENT EASEMENT
LOCATED IN THE E112 OF THE S W114 OF SECTION 10, T. 3 N., R. 1 W., B.M., HEREBY RESERVED ALONG THE FOLLOWING. R PUBLIC UTILITIES AND PROPERTY DRAINAGE IS
CITY OF MERIDIAN, ADA COUNTY, IDAHO -TEN(10')FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS
DEPICTED
2026 -TWENTY ONE(21)FOOT WIDE ADJACENT TO THE PUBLIC RIGHT OF WAYS OR AS DEPICTED
-THREE(3)FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR SIDE LOT LINES EXCEPT FOR
WHERE ZERO LOT LINES ARE SHOWN OR AS DEPICTED
A PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HEREBY RESERVED ALONG THE
FOLLOWING:
UNION PACIFIC RAILROAD - — -TEN(10)FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED
C114 CORNER -THREE(3)FOOT WIDE SIDE LOT LINES EXCEPT FOR WHERE ZERO LOT LINES ARE SHOWN OR AS
PLS 11574 --- DEPICTED
100, W. PINE AVE.
2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT,
WHICH STATES"NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF
S 8802646"E 744.56' 1p SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITION IN OR
_ S 8802646"E 204.68' 232 7° o ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR
_ L14 220.86' MORE THAN ONE(1)YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE
"�` BLOCK 8 — — — — — — o _ _ _ _ AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT
BLOCK 1 BLOCK 1 S 8802237"E 186.62_ SSN�� \� 1 I APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN
32 33 34 d I AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF."
28 29 30 35
8o y
36 292�.� YryT 3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED
37
�'�� POB ^38 SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION.
I�
I— L o 0 39 40 41 42 43 44 45 %`.89. Ili 4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN
L7 yP SCALE COMPLIANCE WITH TITLE 11 OF MERIDIAN CITY CODE.
0 p�k- 46 � _ _ _ _ _ TIE LINE 80 0 40 80 160 5. LOTS 62,69 AND 94,BLOCK 1, LOT 1,BLOCK 6,LOTS 5, 12 AND 31, BLOCK 7,AND LOT 1,
\��'� NO CAP N 89°27'21"W 220.91' BLOCK 8 ARE RESERVED AS COMMON AREA,ARE NON-BUILDABLE LOTS,AND ARE OWNED AND
BLOCK 3 1 T _ _W. TOPEKA STREET 47 POB "A" 4i MAINTAINED BY NEWKIRK COMMUNITY ASSOCIATION,INC.
12 (FEET) 6. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO. 2024-017042.
1 / 12 \ 1 INCH=80 FT.
1 1 7.IRRIGATION WATER HAS BEEN PROVIDED FROM THE NAMPA MERIDIAN IRRIGATION DISTRICT,IN
13 — ^I BLOCK 6 2 ( I 48 \ i COMPLIANCE WITH IDAHO CODE 31-3805(1)(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED
I I I TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NAMPA
14
N I 11 BLOCK 7 13 I \ MERIDIAN IRRIGATION DISTRICT.
W I 3 I 49
15 o I 10 14 \ 8. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF
Ln 4 I 50 \ THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AND IRRIGATION/DRAINAGE
16 o f I I i ENTITY.
_ _ 0 9 15 LEGEND
I of 5 51 \ 9. THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT NO. 2023-051358.
17 — z I 6 I 8 16 I \ SUBDIVISION BOUNDARY LINE
18 I I I F 52
z I LOT LINES 10. A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED TO THE GRANTOR AND NEWKIRK
Z I \ COMMUNITY ASSOCIATION,INC. UPON,ACROSS,OVER AND UNDER ANY PORTION OF ANY LOT
7
19 I I w 7 17 SECTIONAL LINE THAT IS NOT COVERED BY AN OCCUPIED STRUCTURE. SAID GRANTOR OR NEWKIRK COMMUNITY
— I I I 53 \ - CENTERLINE ASSOCIATION,INC. MAY USE THE EASEMENT AREA AS GRANTOR OR THE HOMEOWNER
— — p: 8 i ASSOCIATION MAY DEEM NECESSARY OR CONVENIENT TO PERFORM ANY OF THEIR RIGHTS OR
20 I I Z 6 IS I 54 i \ i ZERO LOT LINE OBLIGATIONS IDENTIFIED IN THE COMMUNITY DOCUMENTS,OR TO PERFORM THE DUTIES AND
0 1 FUNCTIONS WHICH THE HOMEOWNER ASSOCIATION IS OBLIGATED OR PERMITTED TO PERFORM
21 N �6 - 19 I \ _ —_ _— = EXISTING DEED OR LOT LINE PURSUANT TO THE COMMUNITY DOCUMENTS. THIS EASEMENT INCLUDES, WITHOUT LIMITATION,
0 55 TIE LINE RIGHTS TO INSTALL,OPERATE, MAINTAIN, REPAIR AND REPLACE IRRIGATION SPRINKLERS,LINES,
z � _ I I \ CONTROL BOXES AND RELATED EQUIPMENT AND FACILITIES.
W. SANTA FE STREET 20 19 i Oo FOUND 518"REBAR/CAP PLS 11574 OR AS NOTED
gyp. o� 0 5 I 56 I \ I ® FOUND 518"REBAR/CAP PLS 11779 11. THIS SUBDIVISION SHALL BE SUBJECT TO COVENANTS, CONDITIONS AND RESTRICTIONS TO BE
21 RECORDED AT A LATER TIME AND MAY BE AMENDED FROM TIME TO TIME.
FOUND ALUMINUM CAP
BLOCK 2 co U I O 57 } 12.A PORTION OF LOT 1,BLOCK 6 AND A PORTION OF LOTS 5 AND 31, BLOCK 7 ARE SERVIENT
O M � BLOCK 1 E� i p CALCULATED POINT
18 4'ti M� I o 93 22 TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THIS LOT IS ENCUMBERED BY THE
16��4 z �591
I ^ 1 LOT NUMBER FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON
l 1 92 I 4 23 POB POINT OF BEGINNING NOVEMBER 10,2015 AS INSTRUMENT N0.2015 103256,ADA COUNTY RECORDS,AND
i INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL(THE"MASTER EASEMENT').
ti p• THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD
���• /fib o 91 3 24 I PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION
0 1 60 �p� AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM.
90 2 25 0Oti�Dc i 13. THE BOTTOM OF STRUCTURAL FOOTING SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE
/�� I 61
J HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION.
I N 4
/ 89 1 26 BLOCK 62 § v 14. THIS DEVELOPMENT IS SUBJECT TO AN ACHD SIDEWALK EASEMENT INST. NO. 2026-XXX.
94 BLOCK 7 4���N
0 REFERENCES
1
88 \ 27 I �� i ui 15. THIS SUBDIVISION IS SUBJECT TO CITY OF MERIDIAN WATER MAIN EASEMENT INST. NO.
2026-XXX.
\° 63 I o ell N R 1) RECORD OF SURVEY NO. 12680
\ R2 RECORD OF SURVEY NO. 13395
� 28 lr'1 'w `o W ) 16. THIS SUBDIVISION IS SUBJECT TO CITY OF MERIDIAN WATER MAIN AND EMERGENCY ACCESS
\ \ 87 \ 31 I 64 p M M R3) RECORD OF SURVEY NO. 12250 EASEMENT INST. NO. 2026 XXX.
v i N R4) FRITTS SUBDIVISION,BOOK 57,PAGE 5309
29 I O o R5) ASCENT SUBDIVISION,BOOK 122, PAGE 19317-21
86 o R6) ENTRATA FARMS SUBDIVISION NO.2, BOOK 118,PAGE 18134-37
� 30 65 z R7) ENTRATA FARMS SUBDIVISION NO. 1, BOOK 117 PAGE 17744-46
85 I i R8) WARRANTY DEED INST.NO.2024-023607
D 66 I i R9) RECORD OF SURVEY NO. 14078
84 �q� I R10) NEWKIRK SUBDIVISION NO. 1, BOOK 129, PAGE21267-71
83 \ 67
I � 82 68 I
81 SURVEYOR'S NARRATIVE
69
54 I \ GG % 80 I i SAWTOOTH LAND SURVEYING WAS REQUESTED BY THE OWNERS TO PREPARE THE
79 I SUBDIVISION PLAT SHOWN HEREON.
s6' THIS SUBDIVISION IS A PORTION OF PARCEL D AND ALL OF PARCEL E OF RECORD
78 OF SURVEY(ROS)NO. 14078,ADA COUNTY RECORDS. THE BASIS OF BEARING FOR
i THE PLAT MATCHES THE BASIS OF BEARING FROM SAID ROS NO, 14078. THE
77 \L I SECTIONAL MONUMENTS AND THE FOUND BOUNDARY MONUMENTS FROM SAID
76 I ROS WERE USED TO DETERMINE THE BOUNDARY OF THE SUBDIVISION AND WERE
\ LOCATED AS SHOWN ON SAID RECORD OF SURVEY.
75 I SEE SHEET 2 OF 4 FOR LINE/CURVE TABLES
74
N I ASCENT SUBDIVISION \ '?� 73 ti
BK 122, PG 19317 \ \ ��� I �p
z I 72 71 70 2030 S. WASHINGTON AVE.
0
BLOCK 1 I � �;�°� ��► EMMETT, ID 83617
\ \ 6 I �5�4� ytiCENS ¢ .. ii (208) 398-8104
\ \ BLOCK \`.101
' 0 -8105 o�000FAX (208) 39811574
2,16121(IOF
PLS 14221 Wl/16 CORNER \ \ \ �1` I _ _ _ _ FF BEAG�'�'� ��n��url/ey�/7q, WWW.SAWTOOTHLS.COM
--�9 10 1320.31' 10 PLS 14221 W. FRANKLIN ROAD 1320.23' o — — 1/4 CORNER
- /�---�� PLS 11574 10 SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#:
16 15 15 S 89°15'34"E 2640.54' --- --- --- --- --- ---�— PLS 14221 1 OF 4 2/2026 AR JB 124155 124155-FP
BASIS OF BEARING 15
NEWKIRK SUBDIVISION NO. 2 BOOK , PAGE
a Q 20'CITY OF MERIDIAN
m U op WATER/EMERGENCY
O O ACCESS EASEMENT-
L_15 z a SEE NOTE 16 S 00°35'04" W 965.20'
-- -- -- -- - -- - - -- - - -- --
�.� 32.86' 47.23'__ 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 30.00' 130.00'I 30.00' 28.00' 28.00' 28.00' 28.00' 30.00' 99.04' i27.96' 90.11' /
--- r--- ---- r--- ----
I°p 1 O // 11 11 I l 3'TYP� 3'TYP I i I i --- ----i I---- - --I I I r---- --- i--- ----1 I---- ----I ____` �O --------------------i_ /
U / �O� �1 1 co col °o coI °o coI I co ool I co col I co col I co Y I 1 I 1 I I I ��'� v �\\�\ Io
69 70 to v 94
cd l co I I I I I p 1 1 co 1 �n 06 I 06 c-1 \ \ S 00°35'04"W 104.74' l� a,
O O O O O O O O W m O O O O O G \
m V� cb / / o o f o o f o of I o of I o of I o of I o I I I ail I v / 6 C `
1 1 til I -1 I -1 y y y I ti I y 1 y 1 y OI I O W / \ \ I W
J / n�• / / J1 1 1 W Wl I W Wl I w WI I W WI I W Lu I W WI I W Wl I W I W W I W WI I '~ Ml / \
48 ' 49 = l 150 = 51 ' l 1 52 = 53 = l 154 = 55 = 156 = 57 = 158 = 59 = 160 = 61 ' l 162 I I - l I w �I / c� \ \ BLOCKI I `�°,
/ O^�/ �6 47 vl 11 ° �°i la ° ioI I ° ioI I �°, °1 I , °1 I � °1 I , °1 I 163 64l 165 66 CoI 1 67 _ 68 / n 1 I /
�C/ �./ y7 v v I v v I v- v I v vnI I v vnI a v vnI I v vnI I v 1 v v l 1 vI I WI I L22 1 71/ cQ/ o� of 1 0 oI I� o oI I o oI I o of I o of o of I o oI I o N Nl N NI I v ial I 1_S ° I� � / •
01l I� 01l I rn o1l I o1 rnl I o1 01l 01 rnl 1 01 rnl 1 01 I o 011 I o1 ° I N �n IS 42 �r co /
/ �I 11.77'co col co col co col co ml co m1 M co col I co col I m 1 m m I m rn ° I �• < o I 31\, 1� / SCALE
oti� 46 T0s ? - - 1 - - I - - I -- I _ _ l col I rn NI I \2 I I W 1 I /
1_ cn __�nl _ cn __�nl cn __�nl __�n _cnl __�n __cnl __�n __cnl I___�n. __ cn I o I 01 /
__ I I -- -- - ---`�_14.23'cnl I__`cn �i II \ c,% % ,,\\\.92'! / 60 0 30 60 120
(�� ,--?0O 60.E - ---- --- ---- ---- ---- ---- ---- ---- ---- --- ---- --- -- ' • /
//�%/ `\\�Sy9 G3a C37 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 30.00 30.00 1 30.00' 28.00' 28.00' C24 \\ �I \\ S2s°O ,
L6 508.00' \ • \ M / / Gji / (o.
• - N. WOLFSBURG AVE. S 00°35'04"W 508.00' L6 \ q O �' 99 /�o / /h (FEET)
\ G to -�- - - - - - - - \ �' 83 / o / l
G3 `^ - - - a� C2 `� \ O s,� / h/ 1 INCH=60 FT.
r 45 508.00' u"'i y ��\ `I ��� tih / y9Z 73
CIg \ 1 \� /h� �// / O`` \g /
^yl SOS°5452"W 100.42'I/u / L3 �� 30.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 30.00' S L S' �� `\ 9 /h� / `�`
--------- ---- ---- ----G ---- - ---- ---- ---- ---- -
�I Q)- _ - - --- ---- ---- ---- ---- ---- --- 5 i L17 y��L ��<x// ''S� 4 `.\800, /I�- R /01,0
• I r--o ---o 0 0 0 0 0 0 ---o ---� ---� o 0 0 h. / / O� 7 ./ O of o 0 0 0 0 0
i,il 44 U 1 a I I d of I d of I d dl a o d o d d d 1 0 of I o ---oj j--o ---� o �� \ , / 8-
1 MI ° 5.5'I15.5' I I O of 1 O of 1 O Ol o O o 0 0 0 1 0 0l I o o I o c I rn \ / h
I-S00 35'04' W 100.38'I N to I 1 �l - I - �I I - �I I - I \ - ro •, Gti// /�\o0 98�1'\/h0
N I of I oi3 w 14 Wl 115 w 16 Wl I 17 w 18 WI �19 IL 20 W 21 IL 22 W 23 w 24 W 1 W wl I W wl I W _ I w ' o • 0 / / `\ \8� 75
b� i I o I _ _ _ _ 125 _ 26 _ I 127 28 _ 1 I 29 N 30 / 3 0 / \o, /
o I o F O Ca Col I Cn Col I Ca Cal Co Ca Co Ca io Co I Co Col I Co Col I Co I //
1p I 43 1 O h I l y �n �nl I z �nl �n �nl �n -Ln �n �n �n �n �n �n �n �n
°01 ° I W I v v v vl 1 v v 1 v n, v n, v v 1 v v 1 v v
,-, ^� S 00 35'04"W 100.89' I N �I F 1 o, a,l 1 01 a,l I 01 011 a, o, a, o, o, 0 1 0 °aN1l I�c I a I a // / Op / Q?'s j`' 76
I o co col I m col I m col oo co m co o co I co ml I ca CoI I // / ti0' GG
W o1 I I b Co � l � 1 � cnl � cnl � �l j cn
I� 01 42 1 __ I I____ ___ I I
c61 I 1 °J V' 121 N I---- I
M ^4 L S 00°35'04"W 101.40' I ^� ^ 30.00' 28.00' 28.00' 28.00 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' � �1�
N o11 W o w11
------I 1 o z p co I m 30.00' 28.00' 28.00' 28.00' 28.00' 30.00' 108.00' 30.00' 28.00' 28.00' '
r---- - --- r--- --- 30.00' �y 15 00 , 's
CO o1 41 I 1 0 _ F I I I ----I r---- ---- r--------- / \F1 d'
c0 �I ° I I I I I I I I 3'TYP 1 3'TYP ,� �36 LO////\ \1 `\ \v/p06
v� ^i S 00 35'04"W 101.90' l 11 0 0l I o of I I I I 3 /
m I o of o 0 oI I o rI 31 / °�3 ,� 0 / �/ \ \c'o
~ 1 0 0 1 o OI 1 O of I o y 0 \ \- 79
1 01 40 I l o I I cn I o oll I o of I o of o f o of I o �I ti L O, ,0•
01 I o I- ~ �I I ~ �l I ~ �I I .~ til I .^ otiI 5 / // 1 `\\\9 Q / .
N I l I I o BLOCK 7 1 I l 0� / 4� 0 s d', 80 \ \cr �l L ///
S 00°35'04"IN 102.41' I N o w �u l w w l u, wl I wl o /- I 1 1 W I W W I W 10 l 9 'v 8 Col 7 6 5 I 4 = 3 - 12Ln
Ln
L9 41 39 11 o I i 1~ N NI 1 N Nl I N Nj a v I I I a 81
N N N I /�A� OO// �y' \\\cP,,
S 00°35'04"W 102.80' 5.5'15.5' �j I �1 I �l /� / //,// �� \\
col • I L---� ---�nl 1-- -- (r)l 1--�n cn I I 1 1 ui 0 S c'o, 82 \ \d'
v 1 BLOCK 1 38 I I o C� �'y ` ---- ---- ---- ---- ---- ----- ----1 � - - ---- ---- ---- - Gg2 L ' //\\\ � \\\\ 0 ///♦
1 M I 1 I cp \ `' 30.00' 28.00' 28.00' 28.00' 28.00' 30.00' 108.00' 30.00' 28.00' 28.00' C33 p0 , s `\\?�,, 83 9 0
I_ __S 00°35'04' W 134.43___\ `^I c��,
371.64' u, / ✓ \ \ /
of 37 10.71'/ N 00°35'04"E 371.64' N. ASCENT AVE. ui G30 / / '' \ \19 �0' pti
�1 a / / �� Cg3 -•� - - - - - - • - - - - - •" / GL6/ s� �'�,, 84 \\\�o, /� .r1�yDc�6 `AGO LEGEND
C'51 S 00°35'04"W 123.89' Lri 204.59' 208.08' 163.56' �� C25 / \\\\1� GL \\\\/�00 Dc `
130.06' ui 1 9 3
60 M / `Syzss � <<' W h 11111 C28 `;2��� T�\o\�cP 85 o" //p p L°�� /°vv W --- --- SUBDIVISION BOUNDARY LINE
�� I o M 36 / h0 W 20.08' 27_00_ 25.00' 25.00_22.00' 25.00' 25_00' 27.00' - o W vti 30.00' 28.00' 28.00' 28.00' C29 ,- �� o ` / 0 ,-4 y1�j�' _ LOT LINES
O IIII ° / G �V /\ - 1 I o lE o ---- ---- ---- ---- --- w1 \\\9d, /10' o�'l, �• F
N �11-S 00 35'04"W 110.94' / ti� 00 I---o --ol I__o --o ---o� I--o of ^I "' I o I---o ---ol --o ---ol to �', \ oo /�. ♦ CENTERLINE
LLI _ I ----------- GJ M I M Mil I M M M I a N - nl I N \ o , Q �� -
_ O I O O M M �+1 01 I 0o COI I co Q
t o l i h� W G 1 I o O O i o oll m 1 W I 01 01 1 01 rn w \ 1� ✓ i /�0 // / ui
of 35 b �l c6 I I ZERO LOT LINE
o0l V 4 / w I W WI I w W WI I u, WI l W I _ I - �I I �I I w 88 \ Im 87 0� / / _-�
N1 S 00°35'04"IN 102.54' l �'k/ `o / 1 I I� ;� 193 - 92 - 1 19i _ 90 _ 1 I 89 \ /` / / py ,
/ W v° i 1 2 ;a 3 Col 1 4 Co 5 Ca Cal 1 - 1 E I Co La I s // 6 // J o ---------------
o I C �n �nl I �n �n 6 I 7 8 �I i 1 0 o I v I �I �I I \ 1 cP �A / M PUBLIC UTILITY IRRIGATION AND DRAINAGE EASEMENT
-LnO N O I N I v vl I v �I I \ 1� /0. '
0 �l 1 I N I v v I v v v I v v o o I N NI N Nl I µ \ / / I i O
34 I l h o I o o f I o 0 o I o a l t o V1 o rn ° ° 1 0 0 0 8.00' / L33 FOUND 5/8"REBAR/CAP PLS 11574 OR AS NOTED
a0 I col I U E' ¢ I a, I o, a, a1 0, o,l a, a, I O1 w rn m 1 rn o1l I rn rnI 1 0 \ Cw / /
� NL S 00°35'04"W 98.13' I J m I m mll I m ca ml m cull I m i z I w ml I m col I \ ,'0 /' ♦♦ I 32 11.01' L32
cn I cn m m �I m m 13'TYP I _.c • _ _ ® FOUND 5/8"REBAR/CAP PLS 11779
-I ¢ 3'TYP� I I I I---- I I I I __ BL_OC_K_1 \ \ /�0' ,' SET5/8"REBAR/CAP PLS11574
of I M w I____ __ 1�3'TYP_ ___ I___ ____I I I - - -- -' - / ` BLOCKI o �� Q
�I 33 1 I U I 27.00' 25.00' 25.00' 22.00' 25.00J 25.00' 27.00' I I 9 25.00' 28.00' 28.00' 28.00 37.58' 46.70' / ♦ N 00 35 04 E • SET 1/2"REBAR/CAP PLS 11574
NI S 00°35'04"W 97.37' 1 • L29 L30 I �� ° // ♦ \ I r�
dill o lr,� _-___BLOCK 6- 176.00' • • I N 00 35'04"E 201.29' / Q
-------------- -----------1 1 � 1 LOT NUMBER
161 1 I •J 0-L32 -- -- �_ 221.50' - - L5 ---____ /// • �\ r) O z
/ POB POINT OF BEGINNING
M1----32 1 �\ J N 00°35'04"E 270.50' -- • �� <51 • C5 • _ 94 /' • /
• _----__ • / a •
• `\\ /// /G,� � � _I- i� ACHD MASTER STORM DRAIN EASEMENT-SEE NOTE 12
LS I � 20'CITY OF MERIDIAN L3
WATER EASEMENT-
SEE NOTE 15 �� 1 ACHD SIDEWALK EASEMENT-SEE NOTE 14
• L J
CURVE TABLE • LINE TABLE
CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH L1 LINE BEARING DISTANCE CITY OF MERIDIAN WATER EASEMENT-SEE NOTE 15
C1 81.70' 320.00' 14°37'40" N 51°01'56"W 81.48' Ll N 13°05'35"W 24.16' J
C2 76.42' 280.00' 15°38'14" N 50°31'39"W 76.18' L2 N 29°03'46"E 64.56'
C3 70.04' 320.00' 12°32'25" N 48°5845"W 69.90' L3 N 09°41'02"E 61.15'
C4 9.47' 28.00' 19°2244" N 19022'24"E 9.43' CURVE TABLE L4 N 45°35'04"E 25.46'
L5 N 00°35'04"E 31.00'
C5 30.73' 171.79' 10°14'58" N 04°2832"E 30.69' CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH L6 N 44°2456"W 25.46'
C6 233.42' 50.00' 267°28'51" S 12°05'12"E 72.25' C41 5.26' 56.50' 5°19'48" N 86°45'02"W 5.25' L7 N 89°2456"W 17.04'
C7 148.54' 50.00' 170°12'54" S 60°43'10"E 99.64' C42 40.06' 25.50' 90000,00" S 45°35'04"W 36.06' L8 N 00°35'04"E 97.88'
C8 26.30' 50.00' 30°O8'24" S 39027'29"W 26.00' C43 31.12' 41.00' 43°29'05" S 22°19'36"W 30.38' L9 S 01012'41"W 31.04'
C9 23.90' 50.00' 27°23'01" S 68°13'12"W 23.67' C44 33.29' 41.00' 46°30'55" S 67°19'36"W 32.38' L10 S 42°57'39"E 25.93'
C10 23.90' 50.00' 27°23'01" N 84°2347"W 23.67' C45 64.40' 41.00' 90,00,00" S 45°35'04"W 57.98' L13 N 58°2925"W 100.61'
C11 10.78' 50.00' 12°21'30" N 64°31'31"W 10.76' C46 115.37' 184.50' 35°4944" N 71°30'04"W 113.50' L14 S 88°2646"E 86.32'
C12 86.11' 315.50' 15°38'14" N 50°31'39"W 85.84' C47 147.86' 200.00' 42021'29" N 68°14'12"W 144.51' L15 S 00°35'04"W 50.25' y1�ENS s�l�
C13 21.22' 315.50' 3°51'14" N 56°25'09"W 21.22' C48 132.43' 215.50' 35°12'32" N 71°48'40"W 130.35' L16 S 58°20'46"E 22.00'
C14 25.50' 315.50' 4°3752" N 52°10'36"W 25.49' C49 20.51' 215.50' 5°27'08" N 56°5558"W 20.50' L17 N 01°31'54"W 29.50' a 11574
C15 25.50' 315.50' 4°37'51" N 47°3244"W 25.49' C50 31.08' 215.50' 8°15'49" N 63°47'26"W 31.05' L18 N 47°17'28"E 36.33' A'
C16 13.88' 315.50' 2°31'16" N 43°58'10"W 13.88' C51 29.40' 215.50' 7°4856" N 71°4949"W 29.37' L19 N 88°0701"E 27.53' �2/16/z�
C17 30.60' I8.00' 97°24'23" S 82°5234"W 27.05' C52 28.44' 215.50' 7°3345" N 79°31'09"W 28.42' L20 S 65°3643"E 32.34' •�i OF
C18 68.88' 84.50' 46°42'24" N 23°56'16"E 66.99' C53 23.00' 215.50' 6°06'55" N 86°21'29"W 22.99' L21 N 31°39'14"E 34.50' F
C19 81.52' 100.00, 46°4224" N 23°56'16"E 79.28' C54 33.53' 262.00' 7°19'59" N 53°O8'19"W 33.51' L22 S 01°2456"W 13.37' F BEA�1'
C20 94.15' 115.50' 46042'24" N 23°56'16"E 91.57' C55 30.93' 262.00' 6°4547" S 46°05'26"E 30.91' L23 N 42°4232"W 14.58'
C21 16.71' 115.50' 8°17'I8" N 43°O8'49"E 16.69' C56 81.88' 300.00' 15°38'14" N 50°31'39"W 81.62' L24 N 58°20'46"W 22.00'
C22 34.71' 115.50' 17°12'58" N 30°23'40"E 34.58' L25 N 44°2456"W 25.46'
C23 28.94' 115.50' 14°21'15" N 14°3634"E 28.86' L26 N 45°35'04"E 25.46'
C24 13.80' 115.50' 6°50'52" N 04°00'30"E 13.80' L27 S 45°35'04"W 25.46'
C25 87.27' 115.50' 43°17'36" N 21°03'44"W 85.21' L28 N 89°2456"W I8.00'
C26 23.71' 115.50' 11°4545" N 36°49'40"W 23.67' L29 S 00°35'04"W 15.50'
L30 S 00°35'04"W 15.50'
C28 23.71' 115.50' 1104545" N 25°03'S5"W 23.67' L31 N 89°2456"W 6.31' 2030 S. WASHINGTON AVE.
C28 23.71' 115.50' 11°4545" N 13°IS'09"W 23.67' L32 N 00°35'04"E 33.50'
C29 16.14' 115.50' 8000'21" N 03°25'06"W 16.13' L33 S 00°35'04"W 15.50' EMMETT ID 83617
C30 75.56' 100.00' 43°17'36" N 21°03'44"W 73.78' L34 S 89°24'56"E 49.00'
C31 63.85' 84.50' 43°17'36" N 21°03'44"W 62.34' L35 S 89°2456"E I8.00' (208) 398-8104
C32 39.14' 84.50' 26°32'14" N 29026'26"W 38.79' L36 N 45°35'04"E 7.07'
C33 40.71' 25.50' 16°4523" N 07°47'37"W 24.62' I Y �OO� FAX (208) 398-8105
C34 40.06' 25.50' 90°00'00" N 4402456"W 36.06'
C35 64.40' 41.00' 90°00'00" N 4402456"W 57.98'
C36 88.75' 56.50' 90000,00" N 4402456"W 79.90'
C37 11.95' 56.50' 1200721" N 0502836"W 11.93' ��n�5ur�eyinq, WWW.SAWTOOTHLS.COM
C38 23.85' 56.50' 24010'57" N 2303745"W 23.67'
C39 23.85' 56.50' 240I0'57" N 4704842"W 23.67' SHEET: DATE: DRAWN BY. CHECKED BY. JOB#: DWG#:
C40 23.85' 56.50' 24°IO'57" N 71°59'39"W 23.67' 2 OF 4 212026 AR JB 124155 124155-FP
NEWKIRK SUBDIVISION NO. 2 BOOK , PAGE
CERTIFICATE OF OWNER:
KNOW ALL MEN BY THESE PRESENTS: THENCE S. 8802237"E., 186.62 FEET TO A 5/8"REBAR/CAP PLS 11779;
THAT WE THE UNDERSIGNED DO HEREBY CERTIFY THAT WE ARE THE OWNERS OF THE THENCE S. 5802925"E., 133.89 FEET TO A 5/8"REBAR/CAP PLS 11779;
REAL PROPERTY AS DESCRIBED BELOW AND IT IS OUR INTENTION TO INCLUDE SAID
PROPERTY IN THIS SUBDIVISION PLAT. THENCE S. 4205739"E., 25.93 FEET TO THE POINT OF BEGINNING"A".
THE OWNERS FURTHER CERTIFY, THAT ALL LOTS IN THIS SUBDIVISION WILL RECEIVE TOGETHER WITH A PARCEL OF LAND LYING ON THE NORTHEASTERLY SIDE OF SAID
DOMESTIC WATER FROM THE CITY OF MERIDIAN, IDAHO MUNICIPAL WATER SYSTEM, KENNEDY LATERAL MORE PARTICULARLY DESCRIBED AS FOLLOWS:
INCORPORATED AND THAT THE CITY OF MERIDIAN, IDAHO, HAS AGREED IN WRITING TO
SERVE ALL OF THE LOTS IN THIS SUBDIVISION. (I.C. 50-1334) COMMENCING AT THE AFOREMENTIONED POINT OF BEGINNING"A
THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE THENCE N. 0035'04"E., 66.38 FEET TO A 5/8"REBAR WITH CAP PLS 11779 ON SAID
RIGHT TO USE SAID EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES AND FOR ANY NORTHEASTERLY RIGHT OF WAY AND THE POINT OF BEGINNING;
OTHER USES AS DESIGNATED HEREON,AND NO PERMANENT STRUCTURES ARE TO BE
ERECTED WITHIN THE LINES OF SAID EASEMENTS. THENCE N. 5802925"W., COINCIDENT WITH SAID RIGHT OF WAY, 100.61 FEET TO A 5/8"
REBAR WITH CAP PLS 11779 ON SAID SOUTHERLY RAILROAD RIGHT OF WAY;
THE PUBLIC STREETS,AS SHOWN ON THIS PLAT, ARE HEREBY DEDICATED TO THE PUBLIC.
THENCE S. 8802646"E., COINCIDENT WITH SAID SOUTHERLY RAILROAD RIGHT OF WAY,
BASIS OF BEARING IS S. 89015'34"E., BETWEEN A FOUND ALUMINUM CAP PLS 14221 86.32 FEET TO A 5/8"REBAR WITH CAP PLS 11779,
MARKING THE SW CORNER OF SECTION 10 AND A FOUND ALUMINUM CAP PLS 14221
MARKING THE S114 CORNER OF SECTION 10, BOTH IN TOWNSHIP 3 NORTH, RANGE 1 WEST, THENCE S. 0035'04"W., 50.25 FEET TO THE POINT OF BEGINNING.
BOISE MERIDIAN, CITY OF MERIDIAN,ADA COUNTY, IDAHO. ACKNOWLEDGMENT
SAID PARCEL CONTAINS 10.127 ACRES MORE OR LESS.
A PARCEL OF LAND LOCATED IN THE E112 OF THE SW114 OF SECTION 10, T. 3 N., R. 1 W., STATE OF IDAHO l
B.M., CITY OF MERIDIAN,ADA COUNTY, IDAHO MORE PARTICULARLY DESCRIBED AS } SS
FOLLOWS: J
COUNTY OF ADA
COMMENCING AT AN ALUMINUM CAP MARKING THE SOUTHWEST CORNER OF SAID
SECTION 10;
G20, LLC ON THIS_ DAY OF 2026, BEFORE ME, THE UNDERSIGNED,A NOTARY PUBLIC IN AND FOR SAID
THENCE N. 003239"E., COINCIDENT WITH THE EAST LINE OF SAID SW114,A DISTANCE OF JIM CONGER, MEMBER STATE, PERSONALLY APPEARED JIM CONGER, KNOWN OR IDENTIFIED TO ME TO BE A MEMBER OF G20, LLC. AN
1437.26 FEET; IDAHO LIMITED 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.
THENCE LEAVING SAID EAST LINE, N. 89°2721" W., 220.91 FEET TO NORTHWEST CORNER IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST
OF ENTRATA FARMS SUBDIVISION NO. 2,AS SHOWN ON BOOK 118 OF PLATS, PAGES ABOVE WRITTEN.
18134-18137,ADA COUNTY RECORDS AND THE SOUTHWESTERLY RIGHT OF WAY OF
KENNEDY LATERAL, MARKED BY A 5/8"REBAR WITH NO CAP AND THE POINT OF
BEGINNING"A",-
THENCE S. 0035'04" W., COINCIDENT WITH THE BOUNDARY OF SAID ENTRATA FARMS NOTARY PUBLIC FOR IDAHO
SUBDIVISION NO. 2,A DISTANCE OF 965.20 FEET TO THE BEGINNING OF A NON-TANGENT
CURVE TO THE LEFT;
RESIDING AT
THENCE 81.70 FEET ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 320.00 FEET, MY COMMISSION EXPIRES
THROUGH A CENTRAL ANGLE OF 1403740", SUBTENDED BY CHORD BEARING N. 51°01'56"
W., 81.48 FEET;
THENCE N. 58020'46" W., 156.20 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE
RIGHT;
THENCE 76.42 FEET ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 280.00 FEET,
THROUGH A CENTRAL ANGLE OF 15038'14", SUBTENDED BY CHORD BEARING N. 5003139"
W., 76.18 FEET;
THENCE N. 4204232" W., 344.56 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE
LEFT,
THENCE 70.04 FEET ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 320.00 FEET,
THROUGH A CENTRAL ANGLE OF 1203225", SUBTENDED BY CHORD BEARING N. 4805845" CERTIFICATE OF SURVEYOR:
W., 69.90 FEET;
I JEFF BEAGLEY PLS DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE
THENCE N. 13°05'35" W., 24.16 FEET; OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM AN ACTUAL
THENCE N. 29003'46"E., 64.56 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS
LEFT; PLATTED THEREON,AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS, SURVEYS AND
CORNER PERPETUATION AND FILING ACT, IDAHO CODE 55-1601 THROUGH 55-1612.
THENCE 9.47 FEET ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 28.00 FEET,
THROUGH A CENTRAL ANGLE OF 1902244", SUBTENDED BY A CHORD BEARING N. 1902224"
E., 9.43 FEET;
THENCE N. 9041'02"E., 61.15 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE LEFT, �A
y10ENS soy,
THENCE 30.73 FEET ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 171.79 FEET,
THROUGH A CENTRAL ANGLE OF 10014'59", SUBTENDED BYA CHORD BEARING N. 4°2832" 11574
E., 30.69 FEET, JEFF BEAGLEY a 112-612-6 �+ P.L.S.11574
THENCE N. 45035'04"E., 25.46 FEET; OF
THENCE N. 0035'04"E., 31.00 FEET;
OFF BE AG�'�'
THENCE N. 4402456" W., 25.46 FEET;
THENCE N. 0035'04"E., 270.50 FEET,
THENCE N. 8902456" W., 17.04 FEET;
THENCE N. 0035'04"E., 97.88 FEET TO THE SOUTHERLY RIGHT OF WAY OF THE UNION PACIFIC RAILROAD; 2030 S. WASHINGTON AVE.
THENCE S. 8802646"E., COINCIDENT WITH SAID SOUTHERLY RIGHT OF WAY, 204.68 FEET EMMETT, ID 83617
TO A 5/8"REBAR/CAP PLS 11779 ON THE SOUTHWESTERLY RIGHT OF WAY OF THE (208) 398-8104
KENNEDY LATERAL; i.
THENCE COINCIDENT WITH SAID SOUTHWESTERLY RIGHT OF WAY THE FOLLOWING FOURS V TOOT FAX (208) 398-8105
(4) COURSES AND DISTANCES:
THENCE S. 101241" W., 31.04 FEET TO A 5/8"REBAR/CAP PLS 11779; �G�I7��uNey%/y C WWW.SA WTOOTHLS.COM
SHEET: DATE: DRAWN BY: CHECKED BY. JOB#: DWG#:
3 OF 4 112026 AR JB 124155 124155-FP
NEWKIRK SUBDIVISION NO. 2 BOOK , PAGE
HEALTH CERTIFICATE APPROVAL OF CITY COUNCIL
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 , 2026.
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
11574 ,
2030 S. WASHINGTON AVE.
�"26126 , EMMETT, ID 83617
9 'of d� (208) 398-8104
f�FF BE
yl yy y y y FAX (208) 398-8105
cn�5ur�eyir�y ��C WWW.SA WTOOTHLS.COM
SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#:
4 OF 4 112026 AR JB 124155 124155-FP