CC - Final Plat PLAT SHOWING
S25 S30 W. AMITY RD.
PWE VA IL SUBDI VISION NO. I �
S36 S31 CP&F #103052681 LOCATED IN GOVERNMENT LOT 2 OF SECTION 31 ,
T.3N., RA E., B.M., ADA COUNTY, IDAHO
N 89'39'29"E 2020
80.01' J L 25 100 300
NE COR IM PLS 2471-REPLACED WITH NE COR 0 50 200
5/8' IRON PIN PLS 7729
GOV'T LOT 2 N89'39'29"E 1090.99' - GOV'T LOT 2
--- --- --- --- - - - - --- --- --- -- PLS 2471 SCALE: 1" = 100'
PLS 7729 Ll
IFS
W 1 1
I co-00
Lo p 1 I n� I FOUND BRASS CAP
I� C4 RIGHT-OF WAY MONUMENT
MN 1 N
.-
Z I ++++{ 16 0 FOUND 5/8" IRON PIN
0
I — ++++~ 0 FOUND ALUMINUM CAP MONUMENT
+ + 1 •
- - - - - - - - - - - - - - - - - - - - - - — + � — - - - -I.- CALCULATED POINT
�-I'- - - - - - -- - - -- - - + + N
i SEWER EASEMENT UNPLATTED i++++
I � INST. #2016-119078 I cn o —__ _- � __ __— SET 5/8" IRON PIN WITH CAP
I++++i SUBDIVISION BOUNDARY LINE
I co i '+S77'17'13"E I LOT LINE
�I I I
M _N89'33_33"E 295.00" _ i+121.58•zz'
--- --- SECTION LINE
I I RIGHT-OF-WAY LINE
NI I NO'26'27"W 6 BLOCK 4 �'� 115.00'
MI (°° 4
110.00� O O O O O ja - - - - - - -
5 I CENTERLINE
I �,�jl I Q I — . — — . — — . _ _ . _ _ . _ CITY OF MERIDIAN SEWER LINE
) I n sG Z EASEMENT INST. NO. 2016-119078
1 3 1� vG Q
E. ARIMO_ISTARIMO ST. _ N I 0LOT NO.
to
I I!o a 7 2 N 5'27'26"E I
o 7 9 1 I I� 1 i N O ( + + + ++ + CITY OF MERIDIAN SEWER AND WATER
140.08
o_ O � � L+ + + +_+ + J LINE EASEMENT INST. N0.
M coo (N G) TF OF \0' t� 6 BLOCK 6 CITY OF MERIDIAN WATER
LINE EASEMENT INST. NO.
�I
Z V 24.00' EASEMENT DIMENSION
W (D I N I BLOCK 5 I NOTES
o I 1 2 Q I Q O O 1. THIS DEVELOPMENT RECOGNIZES IDAHO CODE, TITLE 22, CHAPTER 45 RIGHT TO FARM, SECTION 22-4503,
to I Z O I WHICH STATES "NO AGRICULTURAL OPERATION OR AN APPURTENANCE TO IT SHALL BE OR BECOME A
N M 1 I pw N NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING
ol NONAGRICULTURAL ACTIVITIES AFTER THE SAME HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR,
m zi I I O OI O to WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME THE OPERATION BEGAN; PROVIDED, THAT THE
N Q UNPLATTED O a i Q O1 I PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER NUISANCE RESULTS FROM THE IMPROPER OR
NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION OR APPURTENANCE TO IT."
W
Q I � NI BLOCK 3 rn I 2. IRRIGATION HAS BEEN PROVIDED TO THIS SUBDIVISION IN ACCORDANCE WITH IDAHO CODE 31-3805(1.B). THIS
O 1 E. TRA TTON SUBDIVISION IS SITUATED WITHIN THE NAMPA AND MERIDIAN IRRIGATION DISTRICT. IRRIGATION WATER WILL BE
Ix I I S89'2839"E �jl O I 10 DELIVERED TO EACH LOT BY SAID DISTRICT. EACH LOT OWNER SHALL BE RESPONSIBLE TO PAY IRRIGATION
1 I 119.36' SHEET 2_Z 1__ SHEET 2 ASSESSMENTS TO SAID DISTRICT.
Q I C; I S89'39'30"E N86'S0'42"E 3 � SHEET 3 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN EFFECT AT THE
oD 47.00 I 5 O 11 Q 7 N TIME OF THE RE-SUBDIVISION.
N ICI '
W o 47.10' _
6I _ S8_9'28'39"_E_230.0_0' S89'2839"E O I 0 W 4. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING AND SUBDIVISION
`rl 110.00' Q 1 3 REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS, OR AS SPECIFICALLY APPROVED
uj I W O BLOCK 2 O O 12 U � AND/OR REQUIRED, OR AS SHOWN ON THIS PLAT.
i
�I W O O ��Q 0 6 i V) 6 1 j 5. LOTS 1 AND 6, BLOCK 1; LOT 6, BLOCK 4. LOT 13, BLOCK 5; LOTS 1 AND 5, BLOCK 7; LOTS 12 AND 17,
MI BLOCK f e 13 / O I O BLOCK 8 ARE COMMON LOTS WHICH SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION.
p O O5 S - _ - _ - N - _ -- _ _ _ _ E. CUSICK ST._ _� V) ALL COMMON LOTS ARE SUBJECT TO A BLANKET PUBLIC UTILITY EASEMENT.
ZI Z E. CUSICK ST. 5 6. DIRECT ACCESS TO S. MERIDIAN RD. IS PROHIBITED.
1 O i 1 4 uj i 1 Q 1 7. LOT 5, BLOCK 7 CONTAINS A BLANKET INGRESS/EGRESS EASEMENT AND IS SERVIENT TO LOTS 3, 4 AND 6,
BLOCK 8 3 I BLOCK 7. THE OPERATION AND MAINTENANCE OF THE COMMON DRIVE WILL BE AS DEFINED IN THE CC&R'S
O I Ol O2 O3 G o O o O O9 10 11 12 i > O O O I RECORDED IN CONJUNCTION WITH THIS PLAT
_ I 1 8. A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE AND PRESSURE IRRIGATION
V __ 2 _ _1 __ _ _ _ __ __ __ _ a FOOTMWIDE ENT IPERMAN PERMANENT LOT HEREBYN RA ATED NAGE EASEMENT IS HEREBY DESIGNATED ALONG AALONG ALL LOT LINES COMMON TO A PUBLICILL REAR LVOT LINES. A 10)
I
$89'S2'28"W 719.58' vi FIVE (5) FOOT WIDE PERMANENT LOT DRAINAGE EASEMENT IS HEREBY DESIGNATED ALONG THE SIDES OF
INTERIOR LOT LINES AS SHOWN. THE ABOVE EASEMENTS ARE AS SHOWN ON THIS PLAT.
�� � 1
NO'07'32"W I 13 I 9. LOTS 4 AND 5, BLOCK 1; LOT 1. BLOCK 4; LOTS 9, 10, 11 AND 12, BLOCK 5 ARE SERVIENT TO AND
UNPLATTED 70.09' CONTAINS THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT FIRST
AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015, AS
INSTRUMENT NO. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY AND INCORPORATED HEREIN BY THIS
CURVE TABLE 14 REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM
WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE
CURVE RADIUS LENGTH CHORD DIST. CHORD BRG. DELTA MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM.
I
Cl 57235.78 37.92 37.92 NO'38'32"E O'02'17" N30'S8'40' BLOCK 7 W `� \ 1 10. THE BOTTOM ELEVATION OF ALL STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE
0126.57' r O I HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION.
LINE TABLE a
3
LINE LENGTH BEARING N5'35'32"W aQ , I SURVEYORS NARRATIVE:
L1 15A0 N89'39'29"E 142.10' >
I THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE PROPERTY SHOWN HERON. THE PROPERTY IS A w
I 17 a i 1 PORTION OF THE PROPERTY DESCRIBED IN THAT WARRANTY DEED INST. NO. 2019-125092, ADA COUNTY,
RECORDS. THE SUBJECT PROPERTY IS ALSO ADJACENT TO THOSE PROPERTIES SHOWN ON ROS NO.S 7394
N AND 10125. MONUMENTATION FOUND ARE IN SUBSTANTIAL AGREEMENT WITH THE MONUMENTATION SHOWN ON
1/4 E. QUARTZ ST. _-- __ __ __ E. QUARTZ S I. PLS 7015 THE RECORD OF SURVEYS AND WERE HELD AS CONTROLLING CORNERS FOR THIS PLAT.
--- --- --- --- --- --- --- ��TT" _'lJ
S36 S31 S89'57'28"W 862.24' S89'5728"W 326.22' C-W1/16
L . - . - . - . - . - . - . - . -, - . - . -. - . - . - . -. - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . -
CP&F #103052680
SHAFER VIEW ESTATES SUBDIVISION IDAHO
9955 W. EMERALD ST.
SURVEY BOISE, IDAHO 83704
JOB NO. 20-021 y°
SHEET 1 OF 5 GROUP, LLC (208)846-8570
REAL POINT
OF BEGINNING
WP)?E VA IL SUBDI VISION NO. 1
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o f I FOUND BRASS CAP + » + 77'17'13"E �
0 N89 33 33 E 95.00
MI I RIGHT-OF WAY MONUMENT -- -- - -- ' 9.22'
_ _70.00'_ 70.00' 70.00' _ 70.00' _ --_ 121.58 4.ug
O FOUND 5/8" IRON PIN N i i 73 50
1 0 15.00 --i I__-_-__--i i- ' 1 5.o'--a �' S89'28'39"E
-------- - --
WI I Q• FOUND ALUMINUM CAP MONUMENT i I I I I BLOCK 4 I 24.04 -- _ --
• ---- '----
N N s z ; o i o i z o i o az.oo' 3 i 115.00
I I • SET 1/2 IRON PIN WITH CAP o N
.� » rn Q 5 O N 4 O N 3 O cit
N 2 O N'l�t OI 1 of
MI I SET 5/8 IRON PIN WITH CAP I o ri O o O o v O o v O o v (b 1 ;� `D N 25
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ZI I �I s I I I p I ��Qo o ^ M Z �1 O ICI
IO 0 CALCULATED POINT I I I I I I �I Q I 1
00 O I I I I I I >
0 J 1, 0 15.00' I I I I 1�-5.o I N
1 10 -- -- SUBDIVISION BOUNDARY LINE I I I I 1 + I L----N89'28'39"W-- -� 1
L-__--_---J L--_-_____J L-----_---J L---------J
I^ 70. - 70.00' 70.00' 70.00' 53.19' �,� I VI r-----115.00' --- -i
13 LOT LINE S89'33'33"W 348.19' w I'--10.0'
11co --- SECTION LINE 23.63' E. ARIMO ST. N89'33'33"E 390.54' _ E. ARIMO ST. _ w _ i �L(i 10
d0 123.50' - 267.04' <"',, of O �o•I
M RIGHT-OF-WAY LINE
O H-23.63' N89'33'33"E 182.83' Ci= �i o l r
t6
o I Icn - - - - - CENTERLINE N8933'33"E 84.49' �6' v1 ----90.35'-------_-I r----- --- --_� �S 1 L_1 _ 10.0 --I
o I I �\ I I N L N89 28 39 W -�
0 0 l I ----------------- EASEMENT LINE 3 r �� j
i- ---115.00'-----,
M �° I 10 60 180 _ _ _ _ _ _ _ _ _ c0 I 23.5' 123.5' I I°D i_ �I 3 I BLOCK 6
OFFSITE STORM DRAIN EASEMENT LINE N Noll, 1 0 30 120 t O i i� Mi O i i O 17 � - bl i of
1 1 �Z���l J STORM DRAIN EASEMENT LINE Cq i rni 1 i( I to i i i(o N c°'c - ooi O o
i
SCALE: 1" = 60' I ;'' I 1 W i N 0 1
- . . . . . - ACCESS EASEMENT LINE I I L----N89'28'39"W --j L----S89'28'39"E---� N 1 »
1 1 L---N89'28 39 W----J
1 40
24.00' EASEMENT DIMENSION
1- -S89'28'39"E----J I r------110.00'----7 r------110.000-----� oM -----115.00--------
1
-T---110.00'------i --10.0, Z
BLOCK 5 I
o LOT NO. 10.0 �j I O I 23.5' 23.5'
PL 1 O 1- I of O 10 I O 10 �I 101
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1 1 I Q �---N89'28'39"W-----j 1
n 7729 SEE SHEET 3 FOR LINE AND CURVE DATA TABLES �__-N8s•28'39"W-- -� r- ---110.00'-----� r----- 110.00'-----i °' -
Lo It icy" O 1 co in r-----115.00 -----,
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1 to of 1-0
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SHEET 2
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SHEET 3 ------110.00------I I - i i_ i Lo _ '� i t
S. SNOWDEN 89'39'30"E N86'50'42"E 1 of ib ooi O i o i o a`''I u�
AVE. of 5 i mi i� i 11 �(o to ►-4 0
47.00 47.10 1 O oo N Ni O Z o rn
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23.50' , L_ _ 23.55' i itO ----S89'28'39"E.--� ----S89'28'39"E--- of i�I
I� + " . 23.50 > " . 23.55 -1 . » , a I 1 10 S89 28 39 E 119.36 S89 28 39 E 230.00 L_ S89 28 39 E 110.00 --- N89'28 39 W---� r------110.00'--- ------ Z 3 cfl N
110.00 -----
OIo r----------------- r------115.00'-------, r--------115.00'------w w I 1
w r---------------� r -----110.00' ---- 1 - 1 1 I N --- N89'52'28"E ---J
- 1 - i BLOCK 2 3 i _ i I- of 1 in 1 1b ^ 1 '----- 3
wl w of 10.0 o I N rnl N '� N 1 0 115.01 -
Op 3 I t\ I I N I r-----
1G of 6 �o I N o Q - of �� to `ol 1 i� i 12 i� i 11 N
1 M o O roi Q2 r ad l of r i o O N O6 1 O BLOCK 7 1 1
(Q V i O I 1 tD o co o In l I I d' I I , I ,
=nl L-----S89'28'39"E---- N l o `O Z J 3 Z r co �_3.39__ > 1 L----- C2 28.30 d
I 1 rn a o 107.59 ---- 107.51 ----J I O
r------119.46------- ��-- cn I ` cn I Icn
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- 21.09 S89'52 28 W 215.10 'L 1Lo
OI i I ��� 97.59' 98.08' ��� a 1 ��A 92.81' 92.86' e 13 G O`� i q� 1�•I
Z �, o BLOCK 1 N I » �`�
of o .+ awo w Vj w L3 S89'S2 28 W 176.40 G c�i 1 1
ON
N of 5 I N89'5228 E 195.67 S89'52 28 W 185.67 C, L___N89'S2'28"E 132.74' J
10 a) w
In O " o o N _ 277.02 267.02 _ 133.51 84.07
3 ----S89'28 39 E--- ln o - - - - - - - - - - - - „- - - - - - - - - ---------
a N 3 w E. CUSICK ST. s8s'S2 28 w 7s1.s1 w E. CUSICK ST.
�9 5 1
r-------119.55'----- N �, » �, 1 >
1 1 N I - N89'52 28 E 590.61 - �' L2 O 1 25.00 1 1
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�_ 49_19 -I r- 50.00 - r- 50.00 I r_------I50.00' 50.00'r_----_7 r_ 0.00'----� r- --- _--- r-----0 r_ 60.00 _� r__ 71_42 9 } �� 36.15 ---- 1
I cn of t o N o 1 I I I I I I I I I� • I I I I I I O� Q r S89'52 28 W, r -----, I I
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1 > » 1 M I BLOCK8 1 5.0iI I I I I 041 t� I 37.83 1 1 I '
S892839E----- O I I I I I I I I I i o i I I I I I NV I z I Z I Z I Z I z I z I Z I Z I Z' I Z I t J 42 F 5
r------119.65----- o o o o o 0 3 3 Q ooZ o a o 0 o 0 o 0 0 0 0 0 0 0 o o o o� � � � � � p � � � � NO IW 3 1 IDAHO
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1 i s i i o N o , iBOISE, IDAHO 83704
I I I I I I I i 11 fn I M N vi SURVEY
(208)846-8570
`� GROUP, LLC
PREVA ILSUBDIVISION NO. 1
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L----.S89'28'39"E--- L----S89'28'39-E--- r ImI " SHEET 2
SHEET 2 ' ---- 9'28'39"W---� cC ti N89'52 28 E 98.85 . .........
3- N8 ------i10.00 ---- ----- 110.00------ oil �� SHEET 3
SHEET 3 .- O ------110.00------� I i 1- i cq ��--------------i 1
S. SNOWDEN N86050'42"E o I of i^ of (2 i o i I o =''I,�
S89 39 30 E r7 co f
f 10 I^ of J 10 a i o "� 1 I--
AVE. 47.00' 47.10 o Nl O Ioo O1 1� 1 0 �I� N NI Io
N lI co I M 1 . aI I M rn rnl 1 01 co
23.50' , L _ 23.55' i i co �-----S89 28 39 E.--J] L----S89'28'39"E--- ofO0N00 S89'28'39"E 119.36' 23.5o S8978'39"E 230.00' L55 S89'28'39"E 110.00' '-- Z301---------- - �----N89'28 39 W---� � i------110.00 --i i------110.00'---- o I N I � " I i O
-------- r ------115.00' ----- , r -
Q rnl i- ---- - 3 I 1 ------115.00-------w W 1 ---- 1 I 110.00 -----� 13 WI IiA 1 . �---.N89'5228 E.--
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OI O I O� x N ^ N W 1 I p 115.01'------� r-
W O1 6 + N Oi N ^ o Q I� - OI x I I O M �I O I.- i 12 I � i I I N
w itoI O M M O Ei co 1 i of O o NI O 100 I 1 cc I O BLOCK 7 11
coI G o 01 O .t co oI I o I 3.39 1 1 I 1 I M
Q 1 �A, C3 % I M o 1 r� o O i �' co j t o ' 1 I C2 28.30
L----S89'28'39"E---- co z z T co J L------
1 ^ o l O J 3 l o ------107.59 ---- 107.51 --- 1 I O
1 cn I ` ---N L------------ �� 21.09' S89'S2'28"W 215.10' 'L r O
O I MI W r -----119.46 ------ ------------ --- J ---------- '� O 'c4
wpl o !� 97.59' -- 98.08'---- �,y Wa 1 N !� 13 G cL �I
W Z LO o BLOCK f e �, M A 92.81 a , 92.86 �, I " G �� / ��
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w N89'52'28 E 195.67' N o S89'52 28 W 185.67 W L3 S8952 28 W 176.40 1
ON o l Q " I o0 o 1 _ _ - 277.02' _ _ _ _ _ _ _ - 267.02' _ _ �= _ _ _ _ 133.51' _ 84.07' _ �� ' �' ---N 89'S2'28"E 132.74' J
1cn -----S89'28 39 E----J o N 3 N E. CUSICK ST. S89'52'28"W 761.61' N
w W E. CUSICK ST. ,�g Q
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1 I N I N89'52 28 E 590.61 L2 1 25.00
r- ^ 3 . . . . s s . . . ! O , I 1
1 0 ooi 0 1 o :`� I �� 49.19 50.00 50.00 50.00 50.00 50.00 50.00 60.00 ---- 60.00 71.42 9 } �'` 36.15 70.00 1
O 4 N O ------i r-------i r-------i r-------1 r-------I r------� r------� r-------� r------� r-------� r--------- r " '-1 f---------
1 cn O1 I O - N i I I I I I I I I I I I- } I I I I I I I Q S89'52 28 W I I I I I
o f - l u) M I I 1 I I I I I 1 1 BLOCK 8 I 5.0 I I I I I I I 041 3 n ^ i 37.83' I I I
�- -S8928'39"E---- I O I�- I I I I I I I I I I I 1 1 I 1 I I I I I I N
cn a0 1 I Z I 0 I 0 I Z I Z I Z I Z t Z j o 1 Z 3 3 Q C�0 O 1 I Z 1 V t o I r-r --119.65'---- ao o I o o o s a o o o q o o 1 I I I D I
I 1 I 1 -- ,� Z N ap I O 0 O GO O O O O O (3 O O O O O O o 0 O O x 00 p I O I
1 I 1 D.0 1_ .I i f;1 v O (n V O (T V O t1i V O (T 14 O (n V O O W I� O W O (n V 1 O O W 11 12 3 3 N I O Q
Mp 0 10 IS�c� LaJ 1 1 •1 ) O W O W O W O W O W O W O N O N O W O N '' x R
1 N I 2 0 N
_I O QI O N O N O N O N O N O N O N M O
1 L6 D.0 I I O �� x I x s s x s = s ° x s a .- 3 I O N000�_ ' 1 N 1 I I I I I I I I I I O N to
_
�I `---S89'52'28"W 119.75' j NIQ r i i i i i i i i i i i i i i 0 50��1 1 1 i i i o f !� 16
01 � o I I I I I I I I I I i I I I I + I 1 1 1 19.5,V 1 I ___ 15.11' O
1 1 35_01 0 119.79 67.31 _ 50.00 - 50.00�J -50_00 L_50.00 _ 50.00� J L 50_00 60`00 L 50.00 40.46 --- L--70.23 --- N T N 1 I 1 1 Oj 1
. 2 s 20.Oo Z . . r . . . . I I 1 1
20.00' �� S89'52'28"W 719.58' rS 9'52'28"W 104.88 C5 ---- ---- L--`---;--J L----80 - 1
23.50 23.50 Z it I 75.34 70.00 � 80.17
V O �
S89'52 28 W 22 .51
I 0�N
I - L---- " \\� \ N40'1427"W S89'57 28 W�---� � �
\-----122.78 \ 31.86' 1
LINE TABLE LINE TABLE \��
--------
LINE LENGTH BEARING LINE LENGTH BEARING
+ L1 15.00 N89'39'29"E L10 21.33 S45'11'54"W N40'14'27"W\ 1
�' - ------- _
1 LZ 106.15 N89'52'28"E L11 22.63 N44'48'06"W �--
V' Llil 31.86'__�L3 24.49 N44'48'06"W L12 22.92 S45'19'27"W -S8957'28"W 131.81'----\` Ci1L4 23.98 S45'02'27-W L13 24.08 N45-11.54"E -�`\ BLOCK 8 ��\ o \ ^1
1 L5 24.59 S44'57'33"E L14 24.49 N44'48'06"W •�j`�\`� 15 �� , BLOCK 7 `V
1 � o ,N I
0 1
L6 24.59 S44'5T33"E L75 24.08 N45'11'54"E I 21.53 9.51 3t.5' 3t.5' 1
----S89'57'28"W----
L7 28.05 S45'02'27"W L16 24.49 S4448'06'E - y-
z 1 I------120.15------- 31 .
I L8 24.08 S45'11'54"W L17 31.86 N40"1427"W U; 1 c'oo00
1
I L9 21.09 S44'48'06"E (A 10 3 Q N 3 1
N �'I 16 I^ N WI� N
0 aN O ;
1 L-S89'57'28"W 112.66'--j �1 N
N 0 ,
1 O 1 20.09' 17 5.15 GI JK �N c, S$9'57'28"W 140.76' �
-. . - . - . - . - . - . - . - . _ . . . -- . - . . . - . - . - . - . . . -..._ . _ . . . _ . _ . _ . . . . . . . . . _ . . . . . . . _ . . . . . . . - . _ . . . _ . _ . - . _ . . . . . _ . . . _ . -. . . . - .� S89'57'28'W 95.67'
5-11
1�4 • --- --- --- --- --- --- --- -- E. QUARTZ ST. --- --- --- --- --- --- 30.14' 138.81' ----�- E_QUART78$ 11' 30.00 ' s
S89'57'28"W 862.24'
_-` , c-w1 1s
S36 S31 I S89'5T28"W 326.22'
L . _ . - . . - . - . - . _ . - . - . - . . - . _ . - . - . - . _ . - . - . - . - . - . - . - . - . - . _ . - . _ . - . - . - . - . - . - . - - . - - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . ._ . - _ - - . _ . _ . - . _ . - . - . ` . - . _ . - . - - -
1 PLS 7015
LEGEND
• SET 1/2 IRON PIN WITH CAP
SET 5/8" IRON PIN WITH CAP �P
CURVE TABLE CURVE TABLE O FOUND 5/8" IRON PIN d
CURVE RADIUS LENGTH CHORD DIST. CHORD BRG. DELTA CURVE RADIUS LENGTH CHORD DIST. CHORD BRG. DELTA O FOUND ALUMINUM CAP MONUMENT O PL
Cl 57235.78 37.92 37.92 NO'38'32"E 0*02'17" C12 100.00 64.71 63.59 N18'00'59"W 37'04'39" CALCULATED POINT NSF0 G�fi
C2 26.50 11.60 11.50 N13'03'29"E 25*04'16" C13 163.00 115.97 113.54 N19'51'33"W 40'45'48" __ -- SUBDIVISION BOUNDARY LINE J L a 772 9 0
C3 131.50 93.56 91.60 S19'51'33"E 40'45'48" C14 15.00 23.41 21.11 N45'14'24"E 89*26*07" LOT LINE J l N� 21IIl72 �a
C4 163.00 115.97 113.54 S19'51'33"E 40'45'48" C15 15.00 23.71 21.32 S44'45'36"E 90'33'53" _ l G� 9T 10 Q
- - SECTION LINE 'PF F 0 F � .��
C5 163.00 5.97 5.97 S0'31'40"E 2'06'00" C16 50.00 77.97 70.31 N45'11'54"E 89'21'07' �'ORY G.C
RIGHT-OF-WAY LINE
C6 163.00 73.12 72.51 S14'25'17'E 25*42'10' C17 73.50 114.62 103.36 N45'11'54"E 89*21*07"
- - - - - CENTERLINE
C7 163.00 36.88 36.81 S33'45'30"E 12'57'55" C18 73.50 52.14 51.05 N20'50'35"E 40'38'29" ----------------- EASEMENT LINE SEE SHEET 1 FOR NOTES
C8 100.00 71.15 69.65 S19'51'33"E 4045'48" C19 73.50 62.49 60.62 N65'31'09'E 48'42'38"
C9 131.50 93.56 91.60 N19'51'33"W 40'45'48' C20 26.50 41.33 37.26 N45'11'54"E 89*21*07" OFFSITE STORM DRAIN EASEMENT LINE
C10 100.58 71.15 69.68 N19'51'13"W 40'31'47" C21 26.50 29.73 28.20 N57'4,VO2"E 64'16'51' 7zzz//-/ STORM DRAIN EASEMENT LINE 0 10 30 60 120 180
C11 100.00 6.44 6.44 N38-23.43-W 3'41'28- - . . . . . . . . . - . _ ACCESS EASEMENT LINE SCALE: 1" = 60' `
IDAHO
24.00' EASEMENT DIMENSION 9955 W. EMERALD ST.
7 LOT N0. JOB N0. 20-021 SURVEY BOISE, IDAHO 83704
O
SHEET 3 OF 5 - GROUP, LLC �208)846-8570
PRE VA IL SUBDI VISION ND. I
CERTIFICATE OF OWNERS CERTIFICATE OF SURVEYOR
Know all men by these presents, that MWT LLC, an Idaho limited liability company is the owner of the real property hereafter 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
described:
described in the "Certificate of Owners" was drawn from an actual survey made on the ground under my direct supervision and
A portion of Government Lot 2 of Section 31, T.3N., R.1 E., B.M., Meridian, Ada County, Idaho more particularly described accurately represents the points platted thereon, and is in conformity with the State of Idaho Code relating to plats and surveys.
as follows:
Commencing at the W1/4 corner of said Section 31 from which the NW corner of said Section 31 bears N
s
North 00037'56" East, 2641.54 feet; ��GENSF� G,pG
thence along the West boundary line of said Section 31 North 00037'56" East, 1,320.77 feet to the NW corner of said o
Government Lot 2; 7 729
thence leaving said West boundary line and along the North boundary line of said Government Lot 2 North 89039'29" East, Gregory G. Carter (P �� Ii�1����o P.L.S. No. 7729
80.01 feet to the REAL POINT OF BEGINNING; G'�pFCTF OF
thence continuing along said North boundary line North 89039'29" East, 15.00 feet; �Ry G.CPS
thence leaving said North boundary line South 00°37'56" West, 780.80 feet;
thence South 89028'39" East, 119.36 feet;
thence South 89039'30" East, 47.00 feet;
thence South 89028'39" East, 230.00 feet;
thence North 86050'42" East, 47.10 feet;
thence South 89028'39" East, 110.00 feet;
thence North 00031'21" East, 260.00 feet; ACKNOWLEDGMENT
thence North 05027'26" East, 140.08 feet;
thence North 00026'27" West, 110.00 feet; STATE OF IDAHO )
thence North 89033'33" East, 295.00 feet; ) S.S.
thence South 77017'13" East, 121.58 feet; COUNTY OF ADA )
thence South 89028'39" East, 115.00 feet to a point on the East boundary line of said Government Lot 2; On this day of year of 20_, before me, the undersigned, a Notary Public in and for the State of Idaho,
thence along said East boundary line South 00°31'21" West, 1,021.69 feet to the SE corner of said Government Lot 2; personally appeared Douglas R. McMaster, known or identified to me to be a member of MWT LLC, the limited liability company that
thence along the East-West centerline of said Section 31 South 89°57'28" West, 326.22 feet; executed the foregoing instrument, and acknowledged to me that he executed such instrument for and on behalf of said limited liability
thence leaving said East-West centerline North 05035'32" West, 142.10 feet; company and that said limited liability company executed the same.
thence North 30058'40" West, 126.57 feet;
thence North 00007'32" West, 70.09 feet;
thence South 89°52'28" West, 719.58 feet to a point on the East right-of-way line of S. Meridian Road;
thence along said East right-of-way line for the following 4 courses and distances:
thence along said 37.92 feet along the arc of a non-tangent curve to the right, said curve having a radius of 57,235.78 My Commission expires on Notary Public for Idaho
feet, a central angle of 0000217" and a long chord which bears North 00038'32" East, 37.92 feet; Residing in Idaho
thence North 00037'56" East, 490.87 feet;
thence North 03053'20" East, 352.06 feet;
thence North 00037'56" East, 122.08 feet to the REAL POINT OF BEGINNING. Containing 14.99 acres, more or less.
It is the intention of the undersigned to hereby include the above described property in this plat and to dedicate to the public,
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.
MWT LLC, an Idaho limited liability company
Douglas R. McMaster
IDAHO
9955 W. EMERALD ST.
SURVEY BOISE, IDAHO 83704
JOB NO. 20-021 (208)846-8570
SHEET 4 OF 5 GROUP, LLC
P)?E IL SUBDI VISION NO. 1
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 HIGHWAY 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
r
ENS SG��
1
t 7 729
N� 2-)11),,P` r
c��crF OF
ORy Gp,
DAHO
9955 W. EMERALD ST.
SURVEY BOISE, IDAHO 83704
JOB NO. 20-021 (208)846-8570
SHEET 5 OF 5 GROUP, LLC