HomeMy WebLinkAboutFinal Plat Sheetsw i ,
NEWKIRK SUBDIVISION NO. 1 Cl/4CORNER !, W. PINE STREET BOOK PAGE
LE 0
LOCATED IN THE E112 OF THE SW114 OF SECTION 10, T. 3 N., R. 1 W., B.M., CPF#20116 011211
CITY OF MERIDIAN, ADA COUNTY, IDAHO PLAT NOTES
_ - - 2023 _ _ - - _ - 1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE IS
UNION PACIFIC RAILROAD y - HEREBY RESERVED ALONG THE FOLLOWING:
- ui T- - - — -TEN(10)FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS
DEPICTED
100' -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
I i WHERE ZERO LOT LINES ARE SHOWN OR AS DEPICTED
PLS 12464 11
— — — — — o S 88°2646"E 574.04' �� � �
BLOCK 1 7T
- - - - - - - - N 88°2646"W 744,55' A PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HEREBY RESERVED ALONG THE
1 BLOC I - - - - - o _ _ _ FOLLOWING:
1 _ I -TEN(10)FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED
'-' - -THREE(3)FOOT WIDE SIDE LOT LINES EXCEPT FOR WHERE ZERO LOT LINES ARE SHOWN OR AS
I I 1 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 o DEPICTED
1 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT,
W. TOPEKA STREET WHICH STATES"NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF
1Q 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 OPERATION FOR
99 I MORE THAN ONE(1)YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE
9 n13
AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT
BLOCK 2 10 I APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN
8 I 8 8 AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF."
� 1
lql7 7 11 1 7 I I 3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED
Lr)1 14 1 6 6 12 I 6 15 1 1 LEGEND I SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION.
UNPLATTED W
�n W 1 Fj $ -- SUBDIVISION BOUNDARY LINE 4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN
M 5 D 5 13 I� COMPLIANCE WITH TITLE 11 OF MERIDIAN CITY CODE.
ip � � 4 16 � � LOT LINES I
of 4 4 14 o L~ 17 1 M --- SECTIONAL LINE i 5. LOTS I AND 10,BLOCK 1,LOTS 9 AND 18,BLOCK 2,LOTS 10, 11 AND 21,BLOCK 3, LOT 1,
3 11 111 - CENTERLINE I i BLOCK 4, LOT 1 BLOCK 5 AND LOT 1, BLOCK 6 ARE RESERVED AS COMMON AREA,ARE
04 z 3 W 3 15 1w 18 I I ZERO LOT LINE \ NON-BUILDABLE LOTS, AND ARE OWNED AND MAINTAINED BY NEWKIRK COMMUNITY
2
1 z 1 19 N 1 - - - EXISTING DEED OR LOT LINE I ASSOCIATION,INC.
1 2 z 2 16
BLOCK 2 20 1 I o � FOUND 5/8"REBAR/CAP PLS 11574 OR AS NOTED I I 6. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT N0. 2023-XXX.
1 1 17 BLOCK 3 z l o % FOUND ALUMINUM CAP
BLO
CK 1 yi 21 7.IRRIGATION WATER HAS BEEN PROVIDED FROM THE NAMPA MERIDIAN IRRIGATION DISTRICT,IN
SET 5/8"REBAR/CAP PLS 11574 I COMPLIANCE WITH IDAHO CODE 31-3805(1)(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED
1 W. SANTA FE STREET - ~ I CALCULATED POINT i TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NAMPA
W. AVIATOR WAY I 1 1 LOT NUMBER I I MERIDIAN IRRIGATION DISTRICT.
POB POINT OF BEGINNING 8. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF
46.14'WCQ• BLOCK 4 BLOCK 2 I I THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AND IRRIGATION/DRAINAGE
1 1 y 18 • �� �43 1 ENTITY.
POB 6°/ V� ` \ 044'4 9. THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT NO. 2023-XXXX.
N`S9o9 o(3�2�� \ • I �? 10. A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED TO THE GRANTOR AND NEWKIRK
COMMUNITY ASSOCIATION INC. UPON ACROSS OVER AND UNDER ANY PORTION OF ANY LOT
Ali �BLOCK 5 \ / I 4�� THAT IS NOT COVERED BY AN OCCUPIED STRUCTURE. SAID GRANTOR OR NEWKIRK COMMUNITY
o` `TCQ /-�-S 29003'46" W 4 ASSOCIATION,INC. MAY USE THE EASEMENT AREA AS GRANTOR OR THE HOMEOWNER
s61` 1 \ 9p • 69.56' I 4� 5�' ASSOCIATION MAY DEEM NECESSARY OR CONVENIENT TO PERFORM ANY OF THEIR RIGHTS OR
C`' ) OBLIGATIONS IDENTIFIED IN THE COMMUNITY DOCUMENTS,OR TO PERFORM THE DUTIES AND
ti FUNCTIONS WHICH THE HOMEOWNER ASSOCIATION IS OBLIGATED OR PERMITTED TO PERFORM
A;� I ¢2s\ `y �1�/3 I 4�� N PURSUANT TO THE COMMUNITY DOCUMENTS. THIS EASEMENT INCLUDES, WITHOUT LIMITATION,
w RIGHTS TO INSTALL,OPERATE, MAINTAIN, REPAIR AND REPLACE IRRIGATION SPRINKLERS,LINES,
j 'o� I M CONTROL BOXES AND RELATED EQUIPMENT AND FACILITIES.
\ \ SCALE I o 11. THIS SUBDIVISION SHALL BE SUBJECT TO COVENANTS, CONDITIONS AND RESTRICTIONS TO BE
RECORDED AT A LATER TIME AND MAY BE AMENDED FROM TIME TO TIME.
UNPLATTED / y`` 100 0 50 100 200 I z
I I 12. LOT 1,BLOCK 1 AND A PORTION OF LOTS 9 AND 18,BLOCK 2 ARE SERVIENT TO AND CONTAIN
THE ACHD STORM WATER DRAINAGE SYSTEM. THIS LOT IS ENCUMBERED BY THE FIRST AMENDED
\ �S' I MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015 AS
(FEET)
o I \ y �� INSTRUMENT NO. 2015-103256 ADA COUNTY RECORDS AND INCORPORATED HEREIN BY THIS
m I I I` �0 1 INCH= 100 FT.
� I �� REFERENCE AS IF SET FORTH IN FULL(THE"MASTER EASEMENT"). THE MASTER EASEMENT AND
w % `.ram I i THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302
ul
IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM
WATER DRAINAGE SYSTEM.
z I \`�6 I 13. THE BOTTOM OF STRUCTURAL FOOTING SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE
Sy,` i HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION.
14. THIS DEVELOPMENT IS SUBJECT TO AN ACHD SIDEWALK EASEMENT INST. NO. 2023-XXXX.
I I I `LOCK 5 c'o
15. THIS SUBDIVISION IS SUBJECT TO A CITY OF MERIDIAN WATER MAIN EASEMENT INST. NO.
61
`� 1 \ ~ I 2023 XXX.
i I I \ i
�C'Sz I 16. LOTS 11-14,BLOCK 1, WILL TAKE ACCESS FROM LOT 10, BLOCK 1. THIS COMMON DRIVEWAY
I \` y I IS FOR THE PURPOSE OF INGRESS/EGRESS,SHALL CONTAIN BLANKET TYPE WATER,SEWER AND
` • ,$` 8o I UTILITY EASEMENTS AND SHALL RUN WITH THE LAND. THIS COMMON DRIVEWAY/LOT SHALL BE
s CONSTRUCTED IN ACCORDANCE WITH XXXXXX AND BE PAVED A MINIMUM OF 20 FEET WIDE WITH
SURFACE CAPABLE OF SUPPORTING 75,000 LBS. COMMON DRIVEWAYS/LOTS SHALL BE OWNED AND
MAINTAINED BY NEWKIRK COMMUNITY ASSOCIATION,INC.
l
17.A PORTION OF LOT 1,BLOCK 4,LOT 1,BLOCK 5 AND LOT 1,BLOCK 6 ARE SUBJECT TO AN
9\ \ OPERATIONS AND MAINTENANCE EASEMENT FOR THE PURDAM STUB DRAIN IN FAVOR OF THE
I `9` •y `S I II NAMPA MERIDIAN IRRIGATION DISTRICT PER LICENSE AGREEMENT INST. NO. 2023-XXX.
I I sz
BLOCK 6 I S1A
ti10ENS �' SEE SHEET 2 OF 5 FOR LINE/CURVE TABLES
I ASCENT SUBDIVISION 1 I a SEE SHEET 3 OF 5 FOR REFERENCES AND NARRATIVE
1574 c
BK 122, PG 19317 1 N 5� Q a 1 to
(�10/30/23�
OF
MLn �4��� ��'�F EA��' 2030 S. WASHINGTON AVE.
I I o
FRITTS SUBDIVISION I I \� o EMMETT, ID 83617
BK 57,I PG 5309
(208) 398-8104
Pis i1 w9 d4ll`OOFI�
FAX (208) 398-8105
PLS 14221 CPF#2018-016068
W1/16 CORNER ° i
10 1320.31' 10 PLS 14221 --- -L- --- L-- --- L -� 10 1/4 CORNER Lend 5u��eyiy I-Z-C WWW.SAWTOOTHLS.COM
--- -- L-- --- PLS 14221 J
16 15 15 CPF#2018 088997-- ---
W. FRANKLIN ROAD
15 CPF#2018-088996 SHEET: DATE: DRAWN BY: CHECKED BY. JOB#: DWG#.
S 89015'34"E 2640.54'- BASIS OF BEARING 1 OF 5 1012023 AR JB 121381 121381-FP
BOOK , PAGE
NEWKIRK SUBDIVISION NO. 1
CURVE TABLE
CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH
Cl 48.34' 65.50' 4201709" S 20033'31"E 47.25'
C2 70.04' 320.00' 1203225" S 4805845"E 69.90'
PLS 12464 C3 76.42' 280.00' 15038'14" S 50031'39"E 76.18'
° -- -- _ _ S 8802646"E 574.04' C4 81.70' 320.00' 1403740" S 51°Ol'S6"E 81.48' LINE TABLE
LINE BEARING DISTANCE
34.96' 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 2 28. 28.00' 28.00' 28.00' 35.01' C5 91.35' 280.00' 18041'34" N 4805959"W 90.95' LI S 39°50'OS"E 23.34'
------ - --� r---- - -- -
BLOCK 1 I I j F- I I ---- -----1 ---- ----- r----- --- r- • C6 97.88' 300.00' 18°41'34" N 48°59'S9"W 97.44'
1j I I I I 1 1 I I 3� I I I --- j---- ---- __-_ o o LI S39°50'08"E 23.34'
1 1 o y I in 11 I 1�-3' I I 1 1 1 1 I I ---- - _I C7 46.47' 91.50' 29 05'55" S 46 12'12"W 45.97'
I O 1 0 0o I o � ? I Co I 1 1 I o o L2 S 69004'21"W 23.61'
I ri I - N o ^+ 1 N n I rn I N �t I n I I BLOCK 1 C8 38.70' 91.50' 24 14'00" S 43 46'14"W 38.41'
1 O I o0 0 1 ^ a I a 1 rI 1 N ^ I �' CO 1 `°' rn I v rn 1 I I ' C9 7.77' 91.50' 4°51'55" S 58°19'12"W 7.77' L2 S 69°04'21"W 23.61'
`- ti ti ti O O I O O I O O 1 N ~ I `� O I p I W ti
I I 11 o 0 0 1 0 of I I M o o L3 S 13005'35"E 24.16'
rn rn oC I C10 77.34' 75.00' 59 05'12" S 61 11'50"W 73.96'
"' I I I I I I I I I ° I L3 S 13°05'35"E 24.16'
Cll 60.34' 58.50' 1 59005'51" S 61012'10"W 57.70' °
11 0 12 o 113 0 14 o d `1 I a d I Fr 1 d I - I - - I - I 1 '-' C12 27.72' 58.50' 27009'12" S 45013'50"W 27.47' L4 N 39 39'12"W 23.64'
Ln � 1 115 0 16 1 17 0 18 0 0 0 l o o I o a I d v `r d I v I
I I M M `^ `n I Ln Ln u� 119 20 21 22 0 0 o I o o I o 0 o L5 S 76°39'14"W 25.46'
° ° 1 0 o rv� M I M M I M M I u, 1 23 p 24 u, 125 26 �n 127 �n u, 1 C13 32.62' 58.50' 31 56'39" S 74 46'46"W 32.19'
I O O I O O I ° ° 1 ° ° o o I o o M M I M M M 28 I 29 Ln 30 1 1 ' o
1 0 0 o I o 0 0 0 l I o o ° o I o ° M C14 87.33' 320.00' 15°38'14" N 50°31'39"W 87.06' L6 S 31 39'14"W 12.99'
I o 0 0 l o 0 0 0 1 0 0 0 0 l o 0 1 O o I o I I [1
1 1 I I cn cn I (n (n 1 V) � I o f o 0 1 0 0 l O o 1 0 1 o C15 81.88' 300.00' 15038'14" N 50031'39"W 81.62' L7 S 60045'09"W 32.80'
----- ----- L---- ---� 1--- cn v� cn I
I I I 1 -- ----- ----- ----- ----- - --- I----- ---- `---(n _ 1 o C16 89.08' 280.00' 18013'42" N 5104923"W 88.70' LB S 8905355"E 13.71'
L------ ---- L---- - -- I I��' C�- - -7� /< <7� - \7 �T\T V - V V Y �- X -�K -�-x X x- \\\I o C17 95.44' 300.00' 18°13'42" N 51°49'23"W 95.04'
�� L9 N 31°39'14"E 12.99'
35.00' 28.00' 28.00' 28.00' �C - C18 89.39' 180.00' 28°27'll" S 75°09'49"E 88.47' L10 N 13020'46"W 25.46'
C4911.46 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 4.54' C43 �� I Lll N 74°03'46"E 25.46'
I o S 8902456"E 119.00' i ,� G5 �n 362.00' C C19 33.21' 180.00' 10034'12" N 66013'20"W 33.16'
N 10 i �C�ti �� _ _ W. TOPEKA STREET _ S 89°2456"E 362.00_ _ - � C, g2 � C20 56.18' 180.00' 1705259" N 8002656"W 55.95' L12 S 80015'20"E 40.34'
D`6 U) 171.00' • - - - C21 99.32' 200.00' 28°27'11" N 75°09'49"W 98.30' L13 N 29003'46"E 23.54'
i 91.00' in \ o
r--- o 7 �- 137.50' • C22 78.32' 200.00' 22026'12" N 72009'20"W 77.82' L14 S 54 03'46"W 40.00'
S 89 24'56"E 112.08' y 157.50'
���D i23.21' 14.29' 1 °1 �n� C23 21.00' 200.00' 6000'59" N 8602255"W 20.99' L15 S 74003'46"W 25.46'
0 1 / �h / ( Rg d v - 9 - �ti ��0 10 77.00' 13.00' 20.00' 60.50' o y ,C, C24 58.47' 220.00' 15°13'41" N 68033'05"W 58.30' L16 N 29°03'46"E 13.21'
G �'J o ` -� -�- -�- ��' �' L17 N 29°03'46"E 13.21'
XX
I I S 89 24'S6"E 188.03' S.00' I 3yl r------------- fl 1
I~10'TYP I ° v/1 1 S 89°24'56"E 90.00' 1- - _________ `� � C25 i 0.00' 220.00' 2°36'19" N 62°14'23"W 10.00' °
o / 1---- -----1 r----- ° o N 1 I o ( r 1 C26 48.47' 220.00' 12°37'22" N 69°51'14"W 48.37' LI8 N 15 56'14"W 25.46'
o 93.03'-- 95.00'--- I 15.5'115.5' 0 9 I o
l 0 1 S 89 2456"E 98.31'C53 u I I o I I o �i 1 I N � I BLOCK 3 I C27 13.84' 28.00' 28°19'47" N 43°13'39"E 13.70' L19 N 60 56'14"W 36.93'
0 0 15.5' 15.5' o I 8 I o " I I • • o o L20 N 45035'50"E 25.46'
I $ u t o I 10 1 1 o I 1 12 o I C28 37.23' 48.00' 44 26'30" N 35 10'18"E 36.31'
MN I I �i I c I 1 BLOCK 2s 89°2456"E 1 M 1 190.00, o I IS 8902456"E 95.00' I o 1 S 89°24'56"E 95.00'1 I 15.5' 15.5' C29 29.03' 134.50' 12°21'59" N 06°46'03"E 28.97' L21 N 37047'26"W 22.35'
L-------------� I I 1 O 1 I o I I I L22 S 29003'46"W 23.34'
__ ^ I 8 N C30 74.56' 150.00' 28028'42" N 14049'25"E 73.79'
r S 89°24'56"E 98.09" 1` o f I 95.00' I , I 95.00' 21'1TYP ^� I I N o 1 I o o o L23 S 45035'04"W 34.91'
I r 0 1 o I 1 0 1 1 0 o I 13 o C31 60.34' 150.00' 23 02'51" N 12 06'30"E 59.93'
l 0 1 1 0 I 7 1 C6 1 11 I �� - S 89°24'S6"E 95.00' I ^� I o I ^� C32 14.22' 150.00' S°25'S1" N 26°20'S1"E 14.21' L24 N 00035'04"E 4.45'
°o co N I S 89°24'56"E I N 1190.00' 1 N o I 1 o N 1 S 89 24'56"E 95.00'1 N 1 °
N I 7 I N L__-_---- 1 7 O L25 N 44 2456"W 25.46'
I I -----j L-------------� o u; I 1 I I C33 54.19' 34.50' 89°59'37" N 44°24'56"W 48.79'
--- u' I Ln 0 1 3' I I o o L26 N 45035'04"E 25.46'
t-�11'
o �3.ZT0r------1 r----- I I 1-------------� I o S89 24S6' E 98.10'I o0 1 I oo I �'�� °j o o I 1 14 1 13'OFF-SITE ACHD EASEMENTC34 78.53' S0.02' 89 57'S6" N 44 24S6"W 70.71'3' I I o I I 1 1 o N o S 89 24'56"E 95.00'-- N 1 1 o I N C35 102.89' 65.50' 90°00'00" N 44°24'S6"W 92.63' L27 N 45035'04"E 18.38'
N 1 6 I w l I 6 1 co 1 12 1 �� W O<I I o0 L S 89 24'S6"E 95.00' o o L28 N 45 35'04"E 7.07'
�I 1 INN I>+ I S 8902456"E I N 1190.00, 1 \^ _ ui 1 6 1 ( o I C36 39.16' 65.50' 34 15'31" S 72 17'11"E 38.58'
L 1-----_---__J ✓ I - N �1 I 1 N o - r- -----------� o o L29 S 45035'04"W 25.46'
W p� I o `I 1 1 0 1 1,5 1 o I>" C37 27.01' 65.50' 23 37'38" S 43 20'36"E 26.82' o
F o 1 95.00' 1 I 95.00' 1 1 0 1 Ln- '� 1 I O I C38 28.93' 65.50' 250I8'28" N 12004'10"W 28.70' L30 S 45 35'04"W 18.38'
�,� S 89 2456"E 98.11'1 1 o I o I I o 0 0 0 0 1S 89°24'56"E 95.00' N N N 1 o I `n o� v I I o o f I o o t o S 89 2456'E 95.00' I N o o L31 N 45 35'04"E 7.07'
M k,O I I 1 ui o o O 1 1 C39 54.19' 34.50' 90 00'00" N 44 24'56"W 48.79'
M 13' ei
5 1 1 IZ N 1 1 5S 89°24'56"E 1 N 1190.00' 13 --- I I co N z N N I I 5 I N W I C40 78.54' 50.00' 90°00'00" N 44°2456"W 70.71' L32 N 4402456"W 25.46'
M I L----- of
I I ------------- -------J d a o I o I L33 N 33038'00"W 13.71'
°?� R 4 I o 1 0 0 1 16 1 o I p C41 54.55' 65.50' 47°42'51" N 65°33'31"W 52 98'
_ I S 89°2456"E 98.12'I I�_ M o o l �S.QOr o �J5.�0' I _ I o 1S 89 24'S6"E 95.00' I o 0 o N I S 89°24'S6"E 95.00'1 ✓N o W o o L34 N 00°35'04"E 23.00'
C42 40.99' 65.50' 35 51'31" N 59 37'S1"W 40.33'
z o I 1 V o N I N o o I ✓oo ui 1 I . o o L35 S 00°35'04"W 23.00'
I 4 1 I,\O rn^ co 1 4 I of I 14 I K0 I N I 4 I N o 0 0 l I o `n C43 13.55' 65.50' 11°51'20" N 83°29'16"W 13.53'
N 1 I I °p `� ° I "� I I N W �------- - z o 17 c6 N I o o L36 S 00035'04"W 10.03'
N I I S 89 2456"E I 1190.00' 1 9 ----- I 1 O �,•� C45 42.47' 34.50' 70 31'44" S 55 19'12"W 39.84'
L_-_------------J ^� d S 89°24'56"E 95.00'--1_ N I I vi ^�I o o L37 N 89°24'S6"W 21.36'
o I 11 ^�Lri o N I C46 11.72' 34.50' 19 28'16" S 10 19'12"W 11.67'
S 89°2456"E 98.14' 0{11 1 95.00' I _ I 95.00' 1 1 ul o I o L _S 89 24'S6"E 95.00' Z O o 0
00 1 1 1 o I- o I 1 0 1 I t o h N 1 1 3 I Ln r 21 Typ M C47 78.54' 50.00' 90 00'00" S 45 35'04"W 70.71'
I I 3 I V N 1 1 3S 89°24'S6"E 1 co I 15 3 1 /`O H I I `" o f I � o zzII C48 102.89' 65.50' 90000'00" S 45035'04"W 92.63'
N I\ 190.00' 1 "�N "" O 1 18 I
--------
1 1 N �n L______--_--_J L---_ ____�_J fY. o I _ �n 3' 1 � M _ C49 16.72' 65.50' 14°37'47" S83016'11"W 16.68'
o fs, o�1 1S 89 24'S6' E 95.00' o N I o I N
O I S 89 24'56"E 95.00' I M
I o I o - r--- •�d------I r---- -95.-O0' ---I _ I cv I 2 1 ^ p� C50 22.39' 65.50' i9°35'17" S 66°09'39"W 22.28'
S 89 24'S6' E 98.15' I o I I I N I
o f I o I cn o f I 1 0o I I oo Z N I N o 1 1 I o �I C51 20.11' 65.50' 17035'19" S 47034'21"W 20.03'
• //
o f 2 I I o w I 2 1 N I 3 16 I I w o 1 IS 89°24S6"E 95.00' I N I 19 I \o v o 1 C52 38.16' 65.50' 3302237" S 22005'23"W 37.62'
I^� I BLOCK 1 1 S 89°24'S6"E I 1 190.09' I 15.5' 15.5' 1 I N I S 89°24'56"E 95.00'I I N o O o 0
1 `n I ri 1 Ln ( O I C53 5.51' 65.50' 4 49'00" S 02 5934"W 5.50'
�------------- 21'TYP � 1 I I M
1 1 95.00' I 1 95.09' I I - I I o o C54 8.79' 190.00' 2039'05" S 27044'14"W 8.79'
S 89°2456"E 98.16' I b I 1 o I 2.00' BLOCK 3 I Ln 0 1 20 1 V o 0
\ M o 1 1 1 1 o I I I n 1 \_- 1 I L28 N N c� I C55 8.79' 171.50' 2056'15" S 2703539"W 8.79'
\ ---------- -4
N 1- yy,^� 15.5' 15.5' I I M 1 BLOCK 2 17 j I m "' `" L_S 89°2456"E 90.00'i N I C56 8.79' 208.50' 202457" S 27051'I8"W 8.79'
I -- 95.00'.----- L----_ 91.94' � ��',, - - - --- - - - C57 7.78' 65.50' 6048'24" S 28°07'36"E 7.78'
M_ - - � 3.65' S 89°24'56"E 199.22 C57 C` 60.50' 20.00' 13.00' 77.00"21 �1� L�0 1 I
rn° N 8902456"W 108.08' �� s i57.50' I
0 80.17' CZ6\ ° L37 C�� • _ - - S 89°24'56"E 191.00' LEGEND
S 89023'25"E 92.71' `� j �� Ln - -� -- -- SUBDIVISION BOUNDARY LINE
• - • CZg W. SANTA FE STREET L6 1
o W. AVIATOR WAY C23 L -C2I �s 78 C3
63 S 89°24S6"E 157.50' � O1 I
LOT LINES
N 92.71' CZZ\ O ° \113 1t n�1u1 �s M
PLS 12464 ° C18 \ S 8902456"E 109.22' - - - I _ _ CENTERLINE
C20 I
U - ° C \\ \ BLOCK 2 \I J I ZERO LOT LINE
WC • BLOCK 4 /l r9 Q N I
------------------ PUBLIC UTILITY,IRRIGATION AND DRAINAGE EASEMENT
f .60' / / �`�lt y\ \ 18 "� • �° FOUND 5/8"REBAR/CAP PLS 11574 OR AS NOTED
kp Gl`b �'/ • % FOUND ALUMINUM CAP
A
/� SET 5/8"REBAR/CAP PLS 11574
8. �0 1 la' \ s 'POB ° p0 �\ `��� � ' \\ I�" �� /�G11 L12 �• v- o tiCENS `rG
ti ��3 C h tih� yoo \ \ �' r\ b �i b SET 1/2"REBAR/CAP PLS 11574
290 /�,26 Gh • /� ti 90
1 1g'F cac, s ti O O CALCULATED POINT
�,g 55� �hh/' \ \ \ j y/ �O O • 1 W 1574 j LOT NUMBER
� 1 I ACHD STORM DRAIN EASEMENT-SEE NOTE 12
BEAGBLOCK 5/-- s6y800Xe�
ACHD SIDEWALK EASEMENT-SEE NOTE 14
_
jg,,� y • �� I /yy� GRAVITY IRRIGATION EASEMENT-SEE NOTE 17
\ \ y L� 1
�S P'l 40 • w\
POB POINT OF BEGINNING
2030 S. WASHINGTON AVE.
SCALE ���`�ly r6 • \
50 0 25 50 100 ti� EMMETT, ID 83617
�� (208) 398-8104
(FEET) FAX (208) 398-8105
1 INCH=50 FT. \ �i�v�(��T ��&411`00
Lend 5u1-Veyiy, I-Z-C WWW.SAWTOOTHLS.COM
SEE SHEET 3 OF 5 FOR REFERENCES AND NARRATIVE
SHEET: DATE: DRAWN BY: CHECKED BY. JOB#: DWG#:
2 OF 5 1012023 AR JB 121381 121381-FP
BOOK , PAGE
NEWKIRK SUBDIVISION NO. 1
\ LEGEND
--
\ � SUBDIVISION BOUNDARY LINE
\ \ LOT LINES
CENTERLINE
ZERO LOT LINE
` ♦�o�a ------------------
PUBLIC UTILITY,IRRIGATION AND DRAINAGE EASEMENT
@ FOUND 5/8"REBAR/CAP PLS 11574 OR AS NOTED
Po\ \\ ♦\
��' �� ❑ FOUND ALUMINUM CAP
F `F
SET 5/8"REBAR/CAP PLS 11574
SCALE \ F s6 \ • SET 1/2"REBAR/CAP PLS 11574
50 0 25 50 100 sRs \ CALCULATED POINT
6.
LOT NUMBER
(FEET) ` — —
1 INCH=50 FT. Ino ACHD STORM DRAIN EASEMENT-SEE NOTE 12
� �
s \ ACHD SIDEWALK EASEMENT-SEE NOTE 14
GRAVITY IRRIGATION EASEMENT-SEE NOTE 17
11
•
` POB POINT OF BEGINNING
40' ` \
.o /> cis
/�l�
9� BLOCK 5 F. `c Ns o
8
.9., 1 ti°
F6•
GL // )jh� \, • \
�9 L C.
L5
_ t� b 2 `
L8 C13 G11 �>/
01
REFERENCES W SKI HILL ST \��s C9 � ` \ cis
R1) RECORD OF SURVEY NO. 12680 \ •
R2) RECORD OF SURVEY NO. 13395 ol
R3) RECORD OF SURVEY NO. 12250 \ ��► s
R4) FRITTS SUBDIVISION, BOOK 57, PAGE 5309
R5) ASCENT SUBDIVISION,BOOK 122, PAGE 19318-21 \ BLOCK 6NS G,p
R6) ENTRATA FARMS SUBDIVISION NO.2, BOOK 118, PAGE 18134-37
R7) ENTRATA FARMS SUBDIVISION NO. 1, BOOK 117 PAGE 17744-46 04 11574 C
R8) WARRANTY DEED INST.NO.2020-026735 04 ::a
R9) RECORD OF SURVEY NO. 12250 i 10/30/23
OF 1�
40' ct� B
Eco
�
Ln
SURVEYOR'S NARRATIVE I00
oil
SAWTOOTH LAND SURVEYING WAS REQUESTED BY THE OWNERS TO PREPARE THE
SUBDIVISION PLAT SHOWN HEREON. 9s LO
THIS SUBDIVISION IS A PORTION OF PARCEL 1 OF RECORD OF SURVEY(ROS)NO. I °�
12250,ADA COUNTY RECORDS. THE BASIS OF BEARING FOR THE PLAT MATCHES \ I o
THE BASIS OF BEARING FROM SAID ROS NO. 12250. THE SECTIONAL MONUMENTS
AND THE FOUND BOUNDARY MONUMENTS FROM SAID ROS WERE USED TO I
DETERMINE THE BOUNDARY OF THE SUBDIVISION AND WERE LOCATED AS SHOWN
ON SAID RECORD OF SURVEY. It
� 2030 S. WASHINGTON AVE.
EMMETT, ID 83617
SEE SHEET 2 OF 5 FOR LINE/CURVE TABLES i 39.89'WC .. (208) 398-8104
0
PLS 11779 T FAX (208) 398-8105
��&411rOO/
Lcnd 5ul-Veyin�, 1-Z-C WWW.SAWTOOTHLS.COM
SHEET: DATE: DRAWN BY: CHECKED BY. JOB#: DWG#:
3 OF 5 1012023 AR JB 121381 121381-FP
NEWKIRK SUBDIVISION NO. 1 BOOK , PAGE
CERTIFICATE OF OWNER:
KNOW ALL MEN BY THESE PRESENTS:
ACKNOWLEDGMENT
THAT WE THE UNDERSIGNED DO HEREBY CERTIFY THAT WE ARE THE OWNERS OF THE REAL PROPERTY AS
DESCRIBED BELOW AND IT IS OUR INTENTION TO INCLUDE SAID PROPERTY IN THIS SUBDIVISION PLAT. STATE OF IDAHO
SS
THE OWNERS FURTHER CERTIFY, THAT ALL LOTS IN THIS SUBDIVISION WILL RECEIVE DOMESTIC WATER FROM COUNTY OF ADA
THE CITY OF MERIDIAN, IDAHO MUNICIPAL WATER SYSTEM, 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)
ON THIS_DAY OF 2023, BEFORE ME, THE UNDERSIGNED,A NOTARY PUBLIC IN AND FOR SAID
THE EASEMENTS AND PRIVATE ROADS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE STATE, PERSONALLY APPEARED JIM CONGER, KNOWN OR IDENTIFIED TO ME TO BE AN AUTHORIZED AGENT OF G20,
RIGHT TO USE SAID EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES AND FOR ANY OTHER USES AS LLC. AN IDAHO LIMITED LIABILITY COMPANY, THAT EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED
DESIGNATED HEREON,AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAID LIABILITY COMPANY,AND ACKNOWLEDGED TO ME THAT SUCH LIMITED LIABILITY COMPANY EXECUTED THE SAME.
EASEMENTS.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST
THE PUBLIC STREETS,AS SHOWN ON THIS PLAT,ARE HEREBY DEDICATED TO THE PUBLIC. ABOVE WRITTEN.
BASIS OF BEARING IS S. 89015'34"E., BETWEEN A FOUND ALUMINUM CAP PLS 14221 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, BOISE MERIDIAN, CITY OF MERIDIAN,ADA COUNTY, IDAHO.
NOTARY PUBLIC FOR IDAHO
A PARCEL OF LAND LOCATED IN THE E112 OF THE SW114 OF SECTION 10, T. 3 N., R. 1 W., B.M., CITY OF
MERIDIAN,ADA COUNTY, IDAHO MORE PARTICULARLY DESCRIBED AS FOLLOWS: RESIDING AT
COMMENCING AT AN ALUMINUM CAP MARKING THE SOUTHWEST CORNER OF SAID SECTION 10; MY COMMISSION EXPIRES
THENCE S. 89015'34"E., COINCIDENT WITH THE SOUTH LINE OF SAID SW114,A DISTANCE OF 1320.31 FEET TO
THE W1116 CORNER OF SAID SECTION 10, MARKED BY AN ALUMINUM CAP PLS 14221;
THENCE LEAVING SAID SOUTH LINE, N. 003635"E., COINCIDENT WITH THE WEST LINE OF THE SE114 OF THE
SW114,A DISTANCE OF 1090.13 FEET TO THE CENTERLINE OF THE PURDAM SPUR DRAIN, WITNESSED BY A 518"
REBAR WITH CAP PLS 11574 BEARING N. 003635"E., 46.14 FEET AND THE POINT OF BEGINNING;
THENCE CONTINUING N. 003635"E., COINCIDENT WITH SAID WEST LINE, 514.69 FEET TO A POINT ON THE
SOUTHERLY RIGHT OF WAY OF THE UNION PACIFIC RAILROAD, MARKED BY A 518"REBAR WITH CAP PLS 12464;
THENCE S. 8802646"E., COINCIDENT WITH SAID SOUTHERLY RIGHT OF WAY, 574.04 FEET TO A 5/8"REBAR WITH
CAP PLS 11574;
THENCE LEAVING SAID SOUTHERLY RIGHT OF WAY, S. 0035'04"W., 119.31 FEET TO THE BEGINNING OF A
NON-TANGENT CURVE TO THE RIGHT, MARKED BYA 5/8"REBAR WITH CAP PLS 11574;
THENCE 48.34 FEET ALONG THE ARC OF SAID CURVE, WITH A RADIUS OF 65.50 FEET,A CENTRAL ANGLE OF
4201709", SUBTENDED BY A CHORD BEARING S. 2003331"E., 47.25 FEET TO A 5/8"REBAR WITH CAP PLS 11574;
THENCE S. 0035'04"W., 306.55 FEET TO A 5/8"REBAR WITH CAP PLS 11574;
THENCE S. 39050'08"E., 23.34 FEET TO A 5/8"REBAR WITH CAP PLS 11574;
THENCE S. 9044'40"W., 35.00 FEET TO A 518'REBAR WITH CAP PLS 11574; CERTIFICATE OF SURVEYOR:
THENCE S. 6900421"W., 23.61 FEET TO A 5/8"REBAR WITH CAP PLS 11574; I,JEFF BEAGLEY, PLS, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE
OF IDAHO,AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS"WAS DRAWN FROM AN ACTUAL
THENCE S. 29003'46"W., 69.56 FEET TO A 5/8"REBAR WITH CAP PLS 11574; SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS
PLATTED THEREON,AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS, SURVEYS AND
THENCE S. 13005'35"E., 24.16 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT; CORNER PERPETUATION AND FILING ACT, IDAHO CODE 55-1601 THROUGH 55-1612.
THENCE 70.04 FEET ALONG THE ARC OF SAID CURVE, WITH A RADIUS OF 320.00 FEET,A CENTRAL ANGLE OF
1203225", SUBTENDED BY A CHORD BEARING S. 4805845"E., 69.90 FEET TO A 5/8"REBAR WITH CAP PLS 11574;
THENCE S. 4204232"E., 344.56 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE LEFT MARKED BY A 518"
REBAR WITH CAP PLS 11574; �� I
10ENS
THENCE 76.42 FEET ALONG THE ARC OF SAID CURVE, WITH A RADIUS OF 280.00 FEET,A CENTRAL ANGLE OF b
15038'14", SUBTENDED BY A CHORD BEARING S. 50031'39"E., 76.18 FEET TO A 518"REBAR WITH CAP PLS 11574; a 11574
THENCE S. 58020'46"E., 156.20 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE RIGHT MARKED BY A 518" JEFF BEAGLEY P• t%10/32 0� 3 P.L.S.11574
REBAR WITH CAP PLS 11574; /;f7t OF
�10?
THENCE 81.70 FEET ALONG THE ARC OF SAID CURVE, WITH A RADIUS OF 320.00 FEET,A CENTRAL ANGLE OF ,�F BE
1403740", SUBTENDED BYA CHORD BEARING S. 51001'56"E., 81.48 FEET TO A POINT ON THE WEST BOUNDARY
OF ENTRATA FARMS SUBDIVISION NO.1,AS SHOWN IN BOOK 117 OF PLATS,AT PAGES 17744-46,ADA COUNTY
RECORDS, MARKED BY A 518"REBAR WITH CAP PLS 11574;
THENCE S. 0035'04"W., COINCIDENT WITH SAID WEST BOUNDARY, 285.18 FEET TO SAID CENTERLINE AND THE
NORTHEAST CORNER OF ASCENT SUBDIVISION,AS SHOWN IN BOOK 122 OF PLATS,AT PAGES 19317-21,ADA
COUNTY RECORDS, WITNESSED BY A 5/8"REBAR WITH CAP PLS 11779 BEARING N. 0°35'04"E., 39.89 FEET;
THENCE COINCIDENT WITH SAID CENTERLINE THE FOLLOWING COURSES AND DISTANCES:
THENCE N. 39015'39"W., COINCIDENT WITH THE NORTH BOUNDARY AND PROLONGATION OF SAID ASCENT
SUBDIVISION, 891.68 FEET, REFERENCED BY A 5/8"REBAR WITH CAP PLS 11574 BEARING N. 39054'09"E., 22.64
FEET;
THENCE N. 60056'14"W., 425.75 FEET, REFERENCED BY A 5/8"REBAR WITH CAP PLS 11574 BEARING
N. 2504329"E., 26.76 FEET;
THENCE S. 5900426"W., 103.00 FEET, REFERENCED BY A 5/8"REBAR WITH CAP PLS 11574 BEARING
N. 001221"W., 46.53 FEET, 2030 S. WASHINGTON AVE.
THENCE N. 59029'07"W., 74.36 FEET TO THE POINT OF BEGINNING. EMMETT ID 83617,
SAID PARCEL CONTAINS 10.01 ACRES MORE OR LESS.
,. 208 398-8104
�I yy y y y FAX (208) 398-8105
G20, LLC Lcnd 5u�Veyiy I-Z-C WWW.SAWTOOTHLS.COM
JIM CONGER,AUTHORIZED AGENT
SHEET: DATE: DRAWN BY. CHECKED BY. JOB#: DWG ,.
4 OF 5 1012023 AR JB 121381 121381-FP
NEWKIRK SUBDIVISION NO. 1 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 , 2023 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 , 2023.
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, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY I SS
APPROVE 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 , 2023, A.D., AND WAS DULY RECORDED IN BOOK OF
PLATS AT PAGES THROUGH , INSTRUMENT NUMBER
CITY ENGINEER DATE
DEPUTY EX-OFFICIO RECORDER
2030 S. WASHINGTON AVE.
a 11574 10/30/23 EMMETT. ID 83617
f OF �� Ivxlkx (208) 398-8104
OFF BEAG�' �HlCCCCl� FAX (208) 398-8105
C0/7d 5u��eIVI c�, CCC WWW.SAWTOOTHLS.COM
SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#:
5 OF 5 1012023 AR JB 121381 121381-FP