CC - FinalPlat PLAT SHOWING -
PLAT BOOK PAC E
Silverwater.
South Subdivision
Situated in the Northwest Quarter of the Northeast Quarter of
Section 30, Township 3 North, Range 1 East, Boise Meridian,
Cityof Meridian, Ada Count , Idaho.
Y
2017
E. Victory Rd.
CP&F# 114007714 Bans of Bearing
CP&F# 114007715
E. 1 16th
24 19 N89 42 09 E 19 N89 42 09 E 2640.01 / 19 2Q
25 > 30 2450.83' 30 1319.92' [Bare] 1320.09' 30 29
0 100 200
CP&F#. 114024259 -
-o Aluminum Cap 1 ,
Scale In Feet
v
a�
v
0
J
(n
Legend
qj Silverwater Subdivision No. 3 Subdivision Boundary Line
- Lot Line
N00 17 51 W \"El
N89 43 39 E 696.53
- - -
- Section Line
- � — ; uO - Center Line
85.01 w 1 ,. Right-of-way Line
Block 1 "0cD4
9O N I - - - - - Adjacent Property Line
N89 42 1 2 3 4 5 7 8 9 10 Lo "
156.50 co � �..._.._.._.._ - Match :Line
6
�n ----------------- - Tie Une
O�
- Set :Back Line
E. Pistioa Dr. -------------- -- - Utility Easement Line
1 I_2 - - - - - - - - ExistingACHD Right-of-Way Easement Line
9 y
ab
1 . _. _. _. _. _._ Existing ACHD Drainage Easement Line
N J Point of Beginning - Existing ACHD Drainage Easement
Block 2 I to be Vacated
Lri
3 4 5 6 7 9 10 11 12 13 r S89'5655"E - Section Corner, Found Brass Cap,
M 2 U Unless Otherwise noted
L5 12Q.33'
- Quarter-Section Corner, Found Brass Cap
Silverwater Subdivision No. 1 $ p Found 1/2" Rebar
LO 1 0 - Found 5/8" Rebar, with
" Plastic Cap Marked "JUB 11334"
r- Q OO Unless Otherwise noted
b 25 24 23 22 21 20 19 18 17 16 15 14 .i Q - Found 5/8" Rebar, Added
Z 2 Plastic Cap Marked "JUB 11334"
t�l • - Set 1/2"x24" Rebar, with
i Plastic Cap Marked "JUB 11334"
E. Ionia Dr. � '
- - - - - - ------._ Tuscan Village la e " "
L1 Block 5 y 9 p - Set 5/8 x24 Rebar, with
3 � Subdivision No. 2 Plastic Cap Marked "JUB 11334"
_. p
Q i 0 - Point Not Set of Found
" Block 3 a 5 Block 4 0
CO C# - Curve Number (Typical)
N 3 q. 1 2 3 4 6 7 8 9 0
• 1 2 v L# Course Number (Typical)
q.
Lot Number (Typical)
O r
O — — - - — — - PLS Number Found on Monument
— — — — — — Z. [####]
[8575] S$9'42'47"W 111000' I
CP&F# 2015-018681
NE. 1/1 6th
Sicily Subdivision
Roseleaf
Subdivision No. 2
Line Table - This Sheet
(
Line # Direction Length
Sheet 2 L1 N89*42'09"E 18.26' 1
Sheet 3
L2 N89°43'39"E 62.62'
L3 S45°06'38"E 28.20'
Key Map L4 S00°03'05"W 22.40'
. 1"-500'
- L5 S80'00'03"E 43.00'
L,4No
r sGC
Curve Table - This Sheet 'A ■ ■
Length Chord Bearing Chord Length
Curve # g Radius Delta g g ,
o_
C1 48.35' 278.50' 9°56'52" S05°01'31"W 48.29'
334
icy of \o_y��, J_U-B ENGINEERS, INC.
250 South Beechwood Avenue,Suite 201,Boise,ID 83709-0944
See Sheet 4 for Notes, Reference Documents, and Easement Notes. p 208 376 7330 f 208 323 9336 w www.jub.com
JUB Project No. 10-16-060 SHEET 1 OF 6
PLAT SHOWING
PLAT BOOK PAGE
Silverwater South SubdiviLsion
Silverwater Subdivision No. 3
r
N89'43'39"E 696.53'
� I 91.53 I I 75.00 I I 75.00
I I 75.00 75.00
'
+,.,, 1
T
1 1 0.
1 I 1 1 p I I I I pob
I �h
•► I o I I 1 { I I 11
' Common Lot 1 i 1 O
LO { , { , , , I I 40 80
w
LO
{ N p N p N O N O BIoCk N 0
0 1 1 to
M 2 M 3 to M 4 M 5 1 Scale in Feet
Z {
i N89'42'09"E 1 0 0 1 o o 1 o 1
, Existing ACHD
� 16 �-- Z I Z { Z I Z I Z 6 I ,
156.50 I 1 1 Right-of-Way I 1 1 1 10, 1 1 5011 {
10 --•-i 1-t- Easement, See I 1 10,-►I 1 1 - 5 -�-•-1 1-- 1 1_
5�
m - 4 Easement Note 1 I rn
� " I I I I I I I 1 I 1
113.50' 21.50' 21.50' -
� I I 5 I I I I { 1 I {
C, co 62.99 75.00 co 75.00 75.00 " 75.00 1 w
S89'43'39"W 667.99' I �On•
E. Pistioa Dr.
1 �' \ ►�-"� - - - - - - - - I- -%�N Sheet 2
1 ,> �° 0 S89'43'39 1Rl 667.99' Sheet 3
�,
N S89'43'39"W 667.99' N FM �
62.99' _ _ - 75.00 _ _ _ .75.00'_ _ _ 75.00' _ .75.00'_ _ _ -: _ Key Map
CD co
-- ------------� r ---------------� r-- ------- -I r---------- r-- -- -�
/ ----
,j
I / �� Existing ACHD ��
{ 1 I { �
I 1 � ,- 1 Right-of-Way I I a, � I I I rn I I I -
, 1 1 " 1 ,
Easement, See
1•�-10 •'� 1 r I 1 I I I I { I Common Lot 1 I
O 1 LiJ I Easement Note li.! 1 W I L j 1 LiJ i 1
5 1 ! ! '
^ N p N CO N O j O Block 2 j O 1
• w � w � w � w � w � � I
0 N 1 /'� //� ,� (0 "i 4 Kj 5 (0 Ki 6 (00 Ki 7 I Line Table. - This Sheet
z 1 /, 2 !" 3 V_ o o b '
co O O r ' Line Direction Length
r� 1 0 O o f 0 I o 0 1 # g
0 / N 1 (n I (n I (!f I to I (n I
i t I I I I I I I I I I 1 L1 N89'42'09"E 18.26'
� ,�' 10,_� 1 I I 10'-•-I E-�- I { 5'-�1
tom,-_ I I '� I I , 1 1 t I
j 5'--►1 I I 5 I I I 1 14.00' 10 --►1 I"- 7.00' 0 1 I 1 L6 N45'17'13"W 28.28'
( p t t o I I I I o I I I I .
/� w » - "
(n t.11/
O L7 N44`42'47"E 28.28'
-------�-- I L-----
•
N 161.53' 28.00' 21.00' N89'43'39"E
o pAlk Am IL Aft
8
3
p
71.91' 68.00' 21.62' 46.38' 40.00' 47.00' - .00 61.00 68.00
Zr---------- ---, r--
> 1 �� 1 1 I 1 I I I I
to 1 .--- 0' 1 1 i i �j I 1 I 1 o I { I 1 o I I 5,14
Curve Table - This Sheet
w1 w1 >A w1 V_ wl r w1 r w 1
N 1Fq N �. N N N O N O 1 Curve # Length Radius Delta Chord Bearing Chord Length
�I 25 ° V 24 to 'i 23 (D I6 22 co � 21 �, 20 � 18 1 ,
V � V 1 C2 44.76 28.50 89 58 29 S45 17 06 E 40.30
1 p r O +- O V- O V_ O +- O �- O .- O
0 , Existing ACHD O I 0 I O 1 0 Existing ACHD O I O O 1 C3 112.28' 71.50' 89'58'29" S45'17'06"E 101.09'
Z I Z I Z I_ Z I Z I Z I Z I 1
1 Z 1 Drainage -- - - - - - Right-of-Way-
1 1 I { I I I I I I I I I � , , „ » ,
I 10'-_-I t--- Easement, (to 1 I 10'-._I L..,._ --� t-;10 1 II Easement, See 1 1 10,---1 1-•- _. I 1 Common Lot C4 78.52 50.00 89 58 29 S45 1.7 06 E 70.70
5' ) 1 I rn �-..J --►1 15 °? 1 Easement Note 5 1 j 5 1 I °' 1 I , , „ ,
Lrn -►1 I be Vacated 1 I 5
1 1 1 1 I I C5 8.99 71.50 T 12 23 S86 40 09 E 8.99
[U-1-- -------------- J L---------------J L---------- ---I • �------
C6 51.64' 71.50' 41'23'03" S62'22'26"E 50.53'
r 1 71.86' - - 68.00' - - -m 68.00 - - - - --68.00 68.00 co ( 68.00 68.00 68.00 co ►, „
C7 51.64 71.50 41 23 03 S20 59 23 E 50.53
w
- - - o o to
S89'42'47"W 794.33' Tt t t
(n to r
E. Ionia Dr.
S89'4247"W 794.32' _ - - - - V) N _
w
Lq
o 288.69' 505.63'
o l
L1
S89 42 47 W 460.63 N
N N85'50'40 E N N89 42 47 E 191.93 _ _ AND s,
_ , - -oo- P. - - - -
_ 51. 8 --
70.00 - - 65.00 _ _-°°:_ 56.93� - - , �6 �1 _ _ 54.85' - - -60.00'_ _ 60.00'_ - -60.00'- £�'F
co co Common -Lot
- - ------- 34
------------ �- ------- e Iw �� .------------, r =---------n -----------� r --------- --n tr
----� -� r
------- - 1 1 I I `� - - -t70 - �`';�Existing ACHD I 1 � I 1 Existing ACHD I 1 L
Existing ACHD I 1 N / 1 1 I 1
{ I 1 1 I � Drainage I 1 , Right-of-Way
Right-of-Way I I l � ( I f
Easement See
1,_10 1 I 1 I Easement, See I I ' I I r) I 1 Easement,(to be I 1 j "
I Vacated) { I I Easement Note I 5
1 LiJ 1 is! 1 Easement Note j i i 8'�-I lij 1 tit I 5 LiJ I Lia /C OF
w ! I I � �-16 � ,; M ,; jury .: I � .. yq �y
oo - Block 3 ao 1 e !-'-' , 1 0o Block 4 .•- ao FC S .
1 'co 1 i` -2) i\ t.pej 4 1 �M ft v I �'' 1 1_061 , 2 M 3 r 4 I
• 1 r I 0 1 ��-I i� r` I O I O I O I O
0 1 (/) 1 to , { 1 I V M V '� V_ 1•�y I U) I N I V) I to i
1 I I I I I I I O O O O O I ' ' l I I I 1 1Ago
Vi I U) 0 11"-10' I I 10'-►1 I-�-- . ..J
t 1 1 ( 1 { 1 1 to (� 1 - 1--a-5' I I
10'-�-1 �...- I I 10 --►{ t-•- 0 16'-►J 1 I l I I o I l I I o I I ■ ■
1 ,
1
70.00 70.00 65.00 76.93 25.00 25.00 [1 1 1 18] 74.85 60.00 60.00 60.00
[8575]
1[11118] N89042147"E 1110.00'
NII'7
J-U-6 ENGINEERS, INC.
��
V'`n 250 South Beechwood Avenue,Suite 201,Boise,ID 83709-0944
Sicily Subdivision -
p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 2 OF 6
PLAT SHOWING PLAT BOOK PAGE
Silverwater South Subdivision
N I'7
� N
s N89'43'39"E 696.53'
�h
' 70.00' 70.
15.00' I ,---- 75.00' 75.00
00'
'
-------- -- ---------------i r------------ --- ---------------�
i--5', I i I i'�59
--1 1-•-10 I I -► - -
J + 10,
M I i I i I i I 10'-i•1
� ,
Common Lot I •� wo O ,® Sheet 2
w ; N ,o Block 1 cv ,n cv ,n 1 Sheet 3
7 ° M 8 `0Ir- 9 Co. M 10 IM w
V_ O Ir-
O e- I �- r- "
0 40 80 -
co 1 N O t O + Existing ACHD Z I I N
6 �p Z I Z I Right-of-Way e
Key Ma
0
• �' I � I � see , i i i � Silverwater Subdivision No. 3 Y P
O
, , Easement, �-- „ •
I I O rn I I I I Easement Note I I I • 1 =500
. O -
z I 1 1 5 _� 1 I + o Scale in`Feet
----J I L----------- ---� ----------------j ------------ --J �----------------� /
15.00 T
70.00' � 70.00 75.00 � 75.00
- /
• O w
S89'43'39"W 667.99' o
E. Pistioa Dr.
LO
�?
N w N
• Line Table This Sheet
.: w `
`o S89'43'39"W 667.99' { Line # Direction Length
• L2 {
N S89'43'39"W 667.99'
{ L2 N89'43'39"E 62.62'
All
.75.00' - - - - 75.00' - - - .75.00'_ °D _ _ .65.00'_ 52.62'- c�
,
15.00' -. -- --- -- ---------
- 10•00 / L3 S45°06'38"E 28 20'
. - . - -. -.
r r __ _
'- '- �' r �� L4 S00°03'05"W 22.40'
Common Lot , 't..-5' � i i Existing ACHD I I I + --►I ' S' 1
1 - a, I 1 g I a� + + + l L5 S80°00'03"E 43.00'
O " _ , , Right-of-Way , , , , , , 1 l
�? O + 1 Easement, See 1 1 Existing ACHD , » ,
M 1 �? + t,.1 Easement Note 1 li.! Drainage + �,,� W { { L8 N78 51 04 W 10.11
M ! a 5 w! Easement, See
O O N Easement Note 4 O N O N I I { L9 N36039'34'W 29.64'
11 Mto
to Lo M , ' I L10 N78'51'04"W 10.11'
CID
w w 9 +� � 10 +� ,
O I
N ! N `i p `i O j O j I U L11 N5805727"E 29.64'
co � i � I � I cn i cn Common
f 1_-- , , I , o S89'5655"E
- � f•--10 i i �' 1---150 � I Lot ► �
p i + I�-S + I { I I , � L5
� � � ' ' ' ' 0 I I I • 120.33'
11 1 r 1 i 2�
• I I I I I L_j 1 •5`"0 21 ,5OL--------------Lj ,
L-- -----� '
S89'43'39"W � �----T--------------------, -
8 N I Curve Table This Sheet
75.00' 75.00' 75.00 __ 75.00 I ; icy �, _ 8
------ -- --i r----------- --� r----------------� or
-_--� r-®--- --� r_______________ I , U 1 O Curve # Length Radius Delta Chord Bearing Ch d Length
1 , O
N 1
5 --•-1 15 C1 48.35 278.50' 9 56 52 S05 01 31 W 48.29
10,
co co t-�--5 I I I I I , / / i o ► C8 49.90' 250.00' 11*26'09" N84'34'08"W 49.82'
-►j
10
I t�
i a i w i / C9 125.88' 300.00' 24'02'27" S11'44'01"W 124.96'
CIDN " Block 3 N N •,� , • S89'56155"E--
Common Lot I i N to to co N A. , » » ,
w kj C 10 59.88 300.00 11 26 09 S05 25 52 W 59.78
17 �, 16 15 M 14 (o •� �� -----------141.02'----
N O O , M h M / C23 T ------ I C11 66.00' 300.00' 12°36'18" S1727'05"W 65.87'
�p Existing ACHD O I / Z ^ ttj ^y , I
Z + Z I Z + Z , , ^'� h 0 C 12 72.02 300.00 13 45 17 N 16 52 35 E 71.85
Right--of-Way d` ,
• O 1 1 Easement, See 1 I 1 I I , i / Z ^'� '�% Existing ACHD 10 LO
O O l I I I w I 1 1 • N �" Ri ht-of-Wa I p C13 54.19' 271.50' 11*26'09" N84°34'08"W 54.10'
Easement Note
O I Z I I I , , , 1 I /^ 9 Y
- - 1 1 1 5 1 1 , I , ,� U Easement, See 2
to N , ,
-6.47•--__J L�--------------J L_ --------------J L------------ __J 1 , Easement Note I � C14 29.21 321.50 5 12 20 S21 09 04 W 29.20
, _ � , 27.s�, � 5 1
15.00 I ,- _ - - - - - - - _ 5.57 . 6 ,?r / 1 ,
O ,S , , C 15 66.86 278.50 13 45 17 N 18 52 35 E 66.70
75.00 75.00 75.00 - Z�' 4 N/ , ,
11 V L------- " L[) C16 135.85' 278.50' 27°56'51" S09'46'48"W 134.50'
o S89'42 47 W 794.33 C13 �, U / ---S89 56 55 E--�-----------
� E. Ionia Dr.
Z� C 17 77.18' 321.50' 13'45'17" N 16052'35"E 77.00'
- N ,----------------169.94------------------` M
, S7 1 C18 45.61' 228.50' 11*26'09" S84°34'08"E 45.53'
- - „ / ,
O S89 42 47 W 505.63 C8 `` -- _8 5 p4
_ E i 1 p ,
C 19 6.33 321.50 1 07 44 S03 1 1 07 W 6.33
S89'42'47"W 460.63' 50.89' v Block 5 I o
N oo , oo U N i 3 I O C20 34.32' 278.50' 7°03'40" N00°39'47"W 34.30'
_70.00 - - - - _70.00 - - - - - _65.00 L U I I C21 71.31 278.50 14 40 13 N 10 12 09 E 71.11
8 » » ,
1
--- -� - . -. -� T
i 1 Existing ACHD + + I 1 -� �� _O f---t r , C22 30.22 278.50 6 12 58 N20 38 45 E 30.20
00 1
1 1 Right-of-Way_ I 1 I i �� U I+''--16' ---1 10'
• �. w L -
- I I Easement, See I I ► I �� l ---------------S89 56 55 E------ ------- C23 4.03 321:50 0 43 05 N23 23 41 E 4.03
Existing ACHD. 1 I I
1 Easement Note I Drainage I C 19 _ -------
CoCommon Lot 5 r I w 5 I w , w i i l �-----------------182.47 --
C24 73.15 321.50 13 02 12 N 16 31 03 E 72.99
I Easement, See -------� Block 4 ao � Easement. Note 400 � �
w
w aPl 9 1 s v L i Tuscany Village ANC
4 I �, M 6 +� � 8 " w s
O ►� � t I I Subdivision No. 2 S T£,� G�
1 O
I P O T' con ; I V7 +� � I i +o 0
O O ., , I I I I { N � -P -Pl , ,
1 34
I N O --{ I-�-10 i I � 5, 1 -O � O � .., 1 , ,
• cn ' 1-5 , -►, 1�-10, I l to o l �p bo
,rl 1 J,�
, , , I I I I 1$, O J W I 1 qr OQ.
15.�00 1 i _ + +
l "
----- ---� L-A -----J �-----------------� �- ----i L------ 16'Z :9 t---------- ��C OF
--- -� 70.00' 70.00' 65.00' --25.72' 74.27' 25.00' 25.00' 178.95'
NIM [4431]
> » [4431] [Illegible]
• o o I N89 42 47 E 1110.00 I I ■(rJ Um�B��'
U)N - Sicily Subdivision I Roseleaf
Subdivision No. 2
J-U-B ENGINEERS., INC.
I ,
250 South Beechwood Avenue,Suite 201,Boise,ID 83709-0944
p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 3 OF 6
PLAT SHOWING PLAT BOOK PAGE
Siolverwater o u u d lvis 10 rz
Notes Easement Notes
1. Lots 8 and 13 of Block 2, Lot 6 of Block 1, and Lot 5 of Block 4 are common lots and will be owned
and maintained b Silverwater Subdivision Home Owners Association. 1. Lot 8 of Block 2 Lot 6 of Block 1 and Lot 5 of Block 4 are herebydesignated as havinga
Y UtilityEasement and a Pressure Irrigation Easement co-situate with aid lots.
9
2. The pressurized irrigation system shall be owned and maintained b Nampa and Meridian Irrigation
P 9 Y Y P 9
District. 2. All Utility Easements shown or designated hereon are non exclusive, perpetual, shall run with the
land, are appurtenant to the lots shown hereon, and are hereby reserved for the installation,
3. Any re—subdivision of this plat shall comply with the applicable zoning regulations in effect at the time maintenance, operation, and use of public and private utilities, sewer service, cable television/data;
of the re—subdivision.
appurtenances thereto; and lot drainage.
4. Minimum building setbacks and dimensional standards in this subdivision shall be in compliance with the 3. All Pressure Irrigation easements shown or designated hereon are non—exclusive, perpetual, shall
applicable zoning regulations of the City of Meridian, Idaho. run with the land, are appurtenant to the lots shown hereon, and are hereby reserved unto the
Silverwater Subdivision Homeowners Association, Inc. for the installation, maintenance, operation,
5. This Development is subject to a Development Agreement Instrument No. 106151214 and addendum
P J P 9 access to, and use of pressurized & gravity irrigation, transportation of water, and .appurtenances
Instrument No. 108065958.
thereto.
6. Lots shall not be reduced in size without prior approval from the Health Authority.P PP Y 4. A portion of Lots. 8 through _11 of Block 2, and portions of Lots 1 through 4 of .Block 4 are
servient to and contain the ACHD storm water- drainage system. These lots are encumbered b
' s ' r supplies shall be installed beyond h g Y y 7. No additionaldome tic Ovatey the water system approved m sanitary that certain . first amended Master Perpetual Storm Water Drainage Easement .recorded on
restriction release. November 10 2015 as Instrument Number 2015-103256 official records of Ada County, and
incorporated herein by this reference as if set forth in full (the "Master easement"). the Master
8. Reference is made to the public health letter on file with Ada Count Recorder regarding additional
P Y 9 9 Easement and the storm water drainage system are dedicated to ACHD pursuant to section
_ restrictions. .
40-2302 Idaho code. The Master Easement is for the operation and maintenance of the storm
water drainage system.
9. This development recognizes Section 22-4503 of Idaho Code, Right to Farm Act, which states, "No
agricultural operation, agricultural facility or expansion thereof shall be or become a nuisance, private or
9 P 9 • • Y P • . . 5. See Instrument Number for Existing. ACHD Right—of-Way Easements. .
public, by any changed conditions in or about the surrounding nonagricultural activities after it has been
in operation for more than one (1) year, when the operation, facility or expansion was not a nuisance 6. No Utility easement created hereon shall preclude the construction and maintenance of
at the time it began or was constructed. The provisions of this section shall not apply when a nuisance hard—surfaced driveways, landscaping, parking, or other such nonpermanent improvements.
results from the improper or negligent operation of an agricultural operation, agricultural facility or
expansion thereof." 7. All easements are parallel (or concentric) to the lines (or arcs) that they are dimensioned from
unless otherwise noted.
-10. This development is subject to ACHD License Agreement Instrument No.
11. Per the City of Meridian, bottom elevation of structural footings shall be set a minimum of 12-inches
above the highest established normal ground water elevation. In July 2005 test pits were advanced to a
depth of 103 inches below the surface, monitored for 1 year, and no ground water was encountered.
12. This development is subject to Nampa & Meridian Irrigation District License Agreement Instrument No.s
1130246081 2015-115757, and 201 5-1 1 5758; Construction Contract Instrument No.s 113101497 &
114012835; and Bill of Sale 113101498.
Reference Documents
Subdivisions:
Kachina Estates (Book 35 of Plats, Pages 3016 through 3017)
Observation Point Subdivision (Book 84 of Plats, Pages 9276 through 9278)
Tuscany Village Subdivision No. 1 (Book 89 of Plats, Pages 10398 through 10400)
Tuscany Village Subdivision No. 2 (Book 92 of Plats, Pages 10893 through 10894)
Roseleaf Subdivision No. 2 (Book 93 of Plats, Pages 11111 through 11113)
Sicily Subdivision (Book 98, of Plats, Pages 12430 through 12432)
Red Wing Subdivision (Book 105 of Plats, Pages 14405 through 14409)
Silverwater Subdivision No. 1 Book 106 of Plats, Pages 14676 through 14684
( 9 9 )
Silverwater Subdivision No. 2 (Book 110 of Plats, Pages 15649 through 15652)
Silverwater Subdivision No. 3 (Book 110 of Plats, Pages 15692 through 15697)
Surveys:
ROS's 168, 7140, 8441, and 9007
Deeds:
1090745099 110014882, 110081868, 1121202409 113060971, and 2015-088596.
. Easements: �ypt. A/�lp
1 S T
ACHD Right—of-Way and ACHD Temporary Storm Water - F G
and Meridian Sewer
Relinquishments: s ,�
ACHD Temporary Storm Water Drainage Easement 107109484, Relinquished under �" c-, J-U-B ENGINEERS, INC.
P Y 9 q � £ O f �0
250 South Beechwood Avenue,Suite 201,Boise,ID 83709-0944
p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 4 OF 6
PLAT SHOWING PLAT BOOK PACE
Silverwater
South Subdivision
Certificate of Owners
Know all people b these resents: that Corey Barton Homes, Inc., an Idaho Corporation, doing business as CBH Homes, does hereby certify that it is the owner of that real property to be known as Silverwater South Subdivision, and that it intends to include
P P Y P P 9 Y Y P P Y
said real property, as described below, in this plat:
To wit:
A parcel of land situated in the northwest quarter of the northeast quarter of Section 30, Township 3 North, Ranch 1 East, Boise Meridian, City of Meridian, Ada County, Idaho, and being more articular) described as follows.
Y 9 particularly
Commencing at _the northwest corner of Section 30, Township 3 North, Ranch 1 East, Boise Meridian;
Thence N89'42'09"E, 2450.83 feet along the north Fine of the northwest quarter to the north quarter—section corner of Section 30;
Thence N89.42'09"E, 1319.92 feet along the north line of the northwest quarter of the northeast quarter to the northeast corner of the northwest quarter of the northeast quarter;
Thence S00'03'05"W, 1037.51 feet along the east line of the northwest quarter of the northeast quarter to the POINT OF BEGINNING:
Thence continuingS00 03 05 W, 285.00 feet along the east line of the northwest quarter of the northeast uarter, the west bounds of Tuscan Village Subdivision No. 2 Book 92 of Plats at Pages 10893 through 10894 records of Ada Count Idaho and
9 q q � boundary Y 9 � 9 9 y� },
the boundary of Parcel B (Special Warranty Deed Instrument Number 11212,0240 and Record of Survey 9007, records of Ada County, Idaho) to the southeast corner of the northwest quarter of the northeast quarter;
Thence S89'42947"W, 1110.00 feet aloe the south line of the northwest quarter of the northeast quarter, Parcel B,. and the north boundary of Roseleaf Subdivision No. 2 Book 93 of Plats at Pages 11111 through 11113 records of Ada
9 q q rY � g 9 ,
Count Idaho & Sicily Subdivision Book 98 of Plats at Pages 12430 through 12432 records of Ada Count Idaho to the southeast corner of Silverwater Subdivision No. 1 (Book 106 of Plats at Pages 14676through 146 4 records of Ada Count Idaho
Y� ) Y { 9 9 � Y� ) ( o g 8 ,
Y� )►
Thence N00°17'51"W, 110.28 feet along the boundary of Silverwater Subdivision No. 1;
Thence N89.42'09"E, 18.26 feet along the boundary of Silverwater Subdivision No. 1;
Thence N00 17 51 W, 345.24 feet alongthe boundary of Silverwater Subdivision No. 1 to the southwest corner of Silverwater Subdivision No. 3 Book 110 of Plats at Pages 15692 through 15697, records of Ada Count Idaho);
( 9 9 Y )
Thence N89'42'09"E, 156.50 feet along the boundary of Silverwater Subdivision No. 3;
Thence N00.17'51"W, 85.01 feet along the boundary of Silverwater Subdivision No. 3;
Thence N89.43'39"E, 696.53 feet along the boundary of Silverwater Subdivision No. 3;
Thence S00.16'21"E, 156.50 feet along the boundary of Silverwater Subdivision No. 3;
Thence N89'43'39"E, 62.62 feet along the boundary of Silverwater Subdivision No. 3;
Thence S45.06'38"E, 28.20 feet along the boundary of Silverwater Subdivision No. 3;
Thence S00'03'05"W, 22.40 feet along the boundary of Silverwater Subdivision No. 3;
Thence 48.35 feet on a curve to the right having a radius of 278.50 feet, a central angle of 9 56 52, a chord bearing of S05 01 31 W, and a chord length of 48.29 feet,. along the boundary of .Silverwater Subdivision No. 3,
Thence S80'00'03"E, 43.00 feet along the boundary of Silverwater Subdivision No. 3;
Thence S89.56'55"E, 120.33 feet along the boundary of Silverwater Subdivision No. 3 to the POINT OF BEGINNING.
The above-described parcel contains 12.08 acres, more or less.
The public streets shown on this plat are hereby dedicated to the public. The easements shown on this plat are not dedicated to the public, however the right to use said easements is hereby reserved for the uses specifically depicted on the plat, and for
any other purposes designated hereon, and no permanent structures, other than for such uses and purposes, are to be erected within the lines of said easements. All of the dots within this subdivision are eligible to receive water service from the City of
Meridian, and the Cityof Meridian has agreed in writing to serve all lots within the subdivision. Irrigation water has been provided from Nampa & Meridian Irrigation District in compliance with Idaho Code 31-3805 1 b . Lots within this subdivision will be
9 9 9 P P 9 P OO
entitled to irrigation water rights, and will be obligated for assessments from Nampa & Meridian Irrigation District.
In witness whereof I have hereunto set my hand:
Corey D. Barton, President
Corey Barton Homes, Inc.
Certificate of Surveyor
I, Michael S. Byrns, do. hereby certify that I am a Professional Land Surveyor, licensed by the
State of Idaho, and that this plat of Silverwater South Subdivision, as described in the Certificate
of Owners and as shown on the attached. plat is correct and was surveyed in accordance with
Acknowledgment Idaho Code relating to plats and surveys.
. State of Idaho. . � L LqN� .
County of Ada
Michael S. Byrns, P 11334 F �o
On this Y Y da of in the year 20 before me, a /�, 01:
yqE,� g
Notary Public in and for the State of Idaho, personally appeared Corey D. s •
Barton, known or identified to me to the President of Corey Barton Homes,
Inc., that executed the within instrument and acknowledged to me that
Corey Barton Homes, Inc., executed the same.
Notary public for Idaho
My commission expires
■ ■
J-U-B ENGINEERS, INC.
250 South Beechwood Avenue,Suite 201,Boise,ID 83709-0944
p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 5 OF 6
PLAT SHOWING PLAT BOOK PAGE
Si verwater South. Subdivision
. .
Approval of Central District Health Department Certificate of Count Surveyor
Sanitaryrestrictions as required b Idaho Code, Title 50, Chapter 13 have been satisfied according I, the undersigned, Count Surveyor for Ada Count Idaho, do hereby certify that I have checked
q Y p . . . g 9, , Y Y Y Y , Y
to the letter to be read on file with the County Recorder or his agent listing the conditions of this plat and find that it complies with the State of Idaho Code relating to plats and surveys.
approval. Sanitary restrictions may be re—imposed, in accordance with Section 50-1326, Idaho
Code, by the issuance of a certificate of disapproval. :
Ada County Surveyor Date
Central District Health Department Date
Approval of Ada County Highway District
Certificate of County Treasurer
I, the undersigned, County Treasurer in and for the County of Ada, State of Idaho, per
The foregoing plat was accepted and approved by the Board of Ada County Highway District requirements of Idaho Code 50-1308, do hereby certify that an and all current and/or delinquent
Commissioners on the_ Ada of 20_ q Y Y Y , q
Y county property taxes for the property included in this proposed subdivision have been paid in full.
This certificate is valid for the next thirty (30) days only.
Commission President
Ada County Highway District
Ada County Treasurer Date
County Recorder's Certificate
Approval of Meridian City Engineer State of Idaho
I, the undersigned, City Engineer, in and for the City of. Meridian, Ada County, Idaho, do hereby County of Ada SS• Instrument No.
approve this plat.
hereby certify that this instrument was filed at the request of JUB Engineers, Inc. at
minutes past o'clock `.M.,
this —da
y of ,_ , in my office, and was recorded in
Meridian City Engineer Date Book_ of Plats at Pages through
Fee:
Deputy Ex—Officio Recorder
Approval of Meridian City Council
1. the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho, do hereby certify
that at regular meeting of the City Council held on the day of this
plat was duly accepted and approved.
Meridian City Clerk
�pl. AND
r
. 34
of �o y��,� J-U-B ENGINEERS, INC.
q£� S.
250 South Beechwood Avenue,Suite 201, Boise,ID 83709-0944
p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 6 OF 6