CC - Final Plat - Signed PLAT SHOWING PLAT- BOOK PAGE
Silverwater North Subdivisio-n-
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Lot 24 of Block 7 of Silverwater Subdivision No. 3 situated in the Northwest Quarter of the Northeast Quarter of
Section 30, Township 3 North, Range 1 East, Boise Meridian,
City of Meridian, Ada County, Idaho.
2017
Basis of Bearing
19 N89'42'09"E 2640.01' - - - - 19 20
30 103218' 1607.83' - - - 30 29
CP&F 114007714 E. Victory Rd. 0 40 80
w CP&F 114007715
' [11334]
[11334] o
�i ;-
Lot 25, Block 7! Silverwater Subdivision No. 3 Point of Beginning �, o Scale In Feet
� N
11
N89042'09"E 573.37' "
0
39.60' 152.70' 75.66' 75.61 152.80' 77.00' o
• ' 0
`'1� ` \� / /
N �� � / � ' � � \ 5 , , � I � - Subdivision Boundary Line
C1q �\ ��'�' S,o. ; ; \ I ®I - Lot Line
to / I `�\ tP�A �i I - - - Section Line
�. Vi • , 0 \ Vi Block 1 o� I ; I - - ..
0) > �, Block 1 � o, ,� o � r, � � I
- Center Line
4 .h N �o o. 11 ry' `� I - Right-of-way Line
> o�' _
N o.� rya �M ,U, °? a� �o'.� �`1r /^ - - - - - - Adjacent Property Line
M ; F i ,' g Tie Line
o 5 _ 10 12 CA I ------ -------- r
--------- -----
m Ui Utility Easement Line
' `� `` 10'�i \�\ ; / 'S. 5'--1 - - - - Existing ACHD Right-of-Way Easement Line
10, 3 �� �\ co-------J� % % ; I �\ \\_J------- J - Existing ACHD Drainage Easement Line
�'� C7 ���f i � C19 ��� j w - ---- -- --- - Existing Utility & Pressure Irrigation Easement Line
,,�Dc ,� C4 'o. I i in _o C16 1/1' . I f - -- -- - -- - Existing Utility Easement Line
•���� 12.00' o ; \�`, L--� `--1�_C_ �6�,;/� �`b �, � \ 16 _--� "� ( co - Section Corner, Found Brass Cap
__.S 8/ G od,� �\ , "E -S77• 8v G r'o •59"W _J
21 15»E-l_ i 1a -N�6 4 ,__1- - -i 7, 31 E,_�_ �^�i o \ �`,}_ .57 I p ( CO Quarter-Section Corner, Found Brass Cap
�,'�� -101• ,_ � - 5.94 i I T `�105.9 i ��' -107.37 I 4 - Found 5 8" Rebar, Marked `JUB 11334'
10'--� 4 -,(In1 ; I O - Found 1/3 16" Bernt'sen BP Ca
T i 1
r
'� f • I i--16' I o ,i • i o `I' O n I � Marked `J U-B 11334' P
16 i I 1 i 00°0 8 r'� i--18 "
J a�` I /481 I rn , 1 s o � I ❑ - Found 1/2 Rebar, Marked JUB 11334',
2 , cn r 6 ,o N 9 13 Reset w/5/8"x24" Rebar &
„ W c� v°j , \C) I _ N� ; N Plastic Cap Marked `JUB 11334'
V / I I " "
Ln m < C-4 , I - Set 1/2 x24 Rebar, with
\ CD�� , N % o N89.43'39"E --1 j---15' ��� ` ao f ; Plastic Cap Marked `JUB 11334'
o " � � 134.00' 1 � � � '-. � ry � � I H "
I . C3 �, C11/ C15 n 0 N C23 I I p - Set 5/8 x24 Rebar,. with
H N > -- . "
rn 1------�- ---N89.43'39"E-------- > ( 130.31 ----d---N89*43 39 E------ �, V ----- N89 43 39 E-- - -----III I Plastic Cap Marked JUB 11334
i j ------r- -----142.81'----------C 8� 0 3 18, C 12-- --N89'43'39"E---7-----� i----r -----130.31'-------C148�ICD
$24-------- 131.82'----j-j ----I I - Set 1/2"x24" Rebar, with
I z z I T T cn ) z N T T , I Plastic Cap Marked `EASEMENT JUB 11334'
Oo oo (ACHD Drainage Easement) c"- o I o0 Ii o I o ( � o I q 5 -'"I 0 Point Not Set or Found
i im I of i i 00 rn o
Noo•1 s 21"W , -P 1 o 0) ; C# - Curve Number (Typical)
in N I i rn o rn i 70.00 rn vrn ; o0 0 0 0 ,
O 0D I OD Z t' 00 ; Common Lot 1" o 0D z 1, o000 1 (0 I L# Course Number (Typical)
-A I I s Icy S00'16'21"E 1 a ( ' 14 O)
Y ►� 1 , I 7 8 o - Lot Number (Typical)
o V- b) 0 � , i m i 81.60 i i - I YP
2 . 0 16'- 1 1 4i3 1 16' 10,E 16'-►4 I 4 I i-•-16' 1.
m O 1- , , • � 0, , 1 o� , I [####] PLS Number Found on Monument
N Z e- 21 50 21.50 �� - 15--� �-- °D 6� 7 21.50 21.50 I ' .%- -- - -- +-- -- 6
. ,
o 3.50
L _ '_'7 43.00' - -- 1 sa4•o1'oo"E 43.00' _ - - _ -
S89 43 39 W 110.50 11.54 S89 43 39
-�, S89'43'39"W 122.98' 1 LO
S89'43'39"W 221 .00' a S89'43'39"W 107.04'
N 169.48' S44'43'39"W N45 16 21 W E. Springloyd St. 304.00' S44 43 39"W " - S44'42'S4"W_ '
N45 16 21 W 190.0
o---� - - - - - - - - -28.28 - - - ,- - 28.28 - - ,
28.28 N89 43 39 E 663.53 28.28 7.07LO
-
N
i
Curve Table Curve Table
Curve # Length Radius Delta Chord Bearing Chord Length Curve # Length Radius Delta Chord Bearing Chord Length
C1 18.72' 20.00' 53.38'24" N2705'33"W 18.05' C13 18.72' 20.00' 5338'24" N2T05'33"W 18.05'
C2 2.73' 20.00' 7'49'26" N04'11'04"W 2.73' C14 2.73' 20.00' 7'49'26" N04'11'04"W 2.73'
C3 15.99' 20.00' 4548'57" N31'00'16"W 15.57' C15 15.99' 20.00' 4548'57 N31'00'16"W 15.57'
C4 250.70' 50.00' 287'16'48" S89.43'39"W 59.29' C16 250.70' 50.00' 287'16'48 S89'43'39"W 59.29'
C5 58.08 50.00 66'33 29 S20'38 00 E 54.87 C17 58.08 50.00 66.33 15 S20'38 08 E 54.87 �pl NQ s
! , f H , , f- f , H , H ,
C6 45.25 50.00 51'51 05 S3834 17"W 43.72 C 18 45.26 50.00 51'51 54 S38.34 27 W 43.73 T ELF GAG
C7 44.02 50.00 50.26 46 S89'43 13'W 42.61 C19 44.02 50.00 50'26 19 S89.43 34 W 42.61 o
COLL
C8 45.27' 50.00' 51'52'16" N39'07'17"W 43.74' C20 45.37' 50.00' 51*59'16" N39'03'39"W 43.83' 34
C9 58.08 50.00 66'33 12 N20'05 27 E 54.87 C21 57.97 50.00 66'26'04 N20'09 01 E 54.78 qJ
C10 18.72' 20.00' 5338'24" S2632'51"W 18.05' C22 18.72' 20.00' 5338'24" S26'32'51"W 18.05' /Ciy,Q�.L�S• 8 J-U-B ENGINEERS, INC.
C11 15.99' 20.00' 45'48'57" S30.27'35"W 15.57' C23 15.99' 20.00' 45'48'57" S30'27'35"W 15.57' 250 South Beechwood Avenue,Suite 201, Boise, ID 83709-0944
C12 2.73' 20.00' 7'49'26" S03'38'23"W 2.73' C24 2.73' 20.00' 7'49'26" S03'38'23"W 2.73' p 208 376 7330 f 208 323 9336 w www.jub.com
JUB Project No. 10-16-061 SHEET 1 OF 4
PLAT SHOWING PLAT BOOK PAGE
Silverwater North Subdivision
Notes Easement Notes
1 Lot 7 of Block 1 is a common lot which shall be owned and maintained by the Silverwater
Subdivision Homeowner's Association. 1. 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,
2. The Pressurized irrigation system shall be owned and maintained by Nampa and Meridian maintenance, operation, and use of public & private utilities, pressurized irrigation, sewer service,
Irrigation district. cable television/data; appurtenances thereto; and lot drainage.
3. Any re—subdivision of this plat shall comply with the applicable zoning regulations in effect at 2. Portions of Lots 6, 8, & 9 of Block 1 and all of Lot 7 of Block 1, are servient to and contain
the time of re—subdivision. the ACHD storm water drainage system. These lots are encumbered by that certain amended
Master Perpetual Storm Water Drainage Easement recorded on November 10, 2015 as Instrument
4. Minimum building setbacks and dimensional standards in this subdivision shall be in compliance No. 2015-103256, official records of Ada County, and incorporated herein by this reference as
with the applicable zoning regulations of the City of Meridian, Idaho. 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 Master
5. This development is subject to a Development Agreement Instrument No. 106151214 and Easement is for the operation and maintenance of the storm water drainage system.
addendum Instrument No. 108065958.
3. See Plat of Silverwater Subdivision No. 3, Book 110 of Plats at Pages 15692 through 15697,
6. Lots shall not be reduced in size without prior approval from the health authority, Instrument No. 2016-070437, for Existing Utility, Pressure Irrigation, and ACHD Drainage
Easements.
7. No additional domestic water supplies shall be installed beyond the water system approved in
the sanitary restriction release. 4. See Instrument Numbers 2016-026549 and for Existing ACHD Right—of—Way
Easements.
8. Reference is made to the public health letter on file with Ada County Recorder regarding
additional restrictions. 5. No utility easement created hereon shall preclude the construction and maintenance of
hard—surfaced driveways, landscaping, parking, side & rear property line fences, or other such
9. Per the City of Meridian, bottom elevation of structural footings shall be set a minimum of 12 nonpermanent improvements.
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 6. All easements are parallel (or concentric) to the lines (or arcs) that they are dimensioned from
water was encountered. unless otherwise noted.
10.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 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 at the time it began or was constructed.
The 'provisions of this section shall not apply when a nuisance results from the improper or
negligent operation of an agricultural operation, agricultural facility or expansion thereof."
11.This development is subject to Nampa & Meridian Irrigation District License Agreement Instrument
No.s 113024608, 2015-115757, and 201 5-1 1 5758; Construction Contract Instrument No.s
113101497 & 114012835, and Bill of Sale 113101498.
12.This development is subject to ACHD Temporary License Agreements Instrument No.s
2016-013535 and
Reference Documents
Subdivisions: Silverwater Subdivision No. 3
Surveys: ROS's 168, 7140, and 9007.
Deeds: 112120240, and 2015-088596.
Easements: 2016-026549 and N
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250 South Beechwood Avenue,Suite 201, Boise, ID 83709-0944
p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 2 OF 4
PLAT SHOWING PLAT BOOK PAGE
Silverwater North SubdIVILsion
Certificate of Owners
Know all people by these presents: that Corey Barton Homes, Inc., an Idaho Corporation, does hereby certify that it is the owner of that real property to be known as Silverwater North Subdivision, and that it intends to include said real property, as described
below, in this plat:
Lot 24 of Block 7 of Silverwater Subdivision No. 3, Book 110 of Plats at Pages 15692 through 15697, records of Ada County, Idaho, situated in the northwest quarter of the northeast quarter of Section 30, Township 3 North, Range 1 East, Boise Meridian, -
City of Meridian, Ada County, Idaho, and being more particularly described as follows:
Commencing at the north quarter—section corner of Section 30, which bears S89'42'09"W, 2640.01 feet from the northeast corner of Section 30;
Thence N89'42'09"E, 1032.18 feet along the north line of the northwest quarter of the northeast quarter;
Thence S00'17'51"E, 55.00 feet to the northeast corner of Lot 24, the POINT OF BEGINNING:
Thence S00'17'51"E, 295.53 feet along the boundary between Lot 24 and Lot 25 to the north right—of—way line of E. Springloyd Street;
Thence S44'42'54"W, 7.07 feet along the boundary of Lot 24 the north right—of-way line E. Springloyd Street;
Thence S89'43'39"W, 107.04 feet along the boundary of Lot 24 and the north right—of-way line of E. Springloyd Street;
Thence N45'16'21"W, 28.28 feet along the boundary of Lot 24 and the north right-of-way line of E. Springloyd Street;
Thence S89'43'39"W, 43.00 feet along the boundary of Lot 24 and the north right-of—way line of E. Springloyd Street;
Thence S44'43'39"W, 28.28 feet along the boundary of Lot 24 and the north right—of—way line of E. Springloyd Street;
Thence S89'43'39"W, 221.00 feet along the boundary of Lot 24 and the north right—of—way line of E. Springloyd Street;
Thence N45'16'21"W, 28.28 feet along the boundary of Lot 24 and the north right—of-way line of E. Springloyd Street;
Thence S89'43'39"W, 43.00 feet along the boundary of Lot 24 and the north right—of—way line of E. Springloyd Street;
Thence S44'4339"W, 28.28 feet along the boundary of Lot 24 and the north right—of-way line of E. Springloyd Street;
Thence S89'43'39"W, 122.98 feet along the boundary of Lot 24 and the north right-of—way line of E. Springloyd Street to the southwest corner of Lot 24;
Thence N00'17'02"W, 157.91 feet along the boundary between Lot 24 and Lot 23;
Thence N48'49'14"E, 33.83 feet along the boundary of Lot 24;
Thence N10'32'59"E, 122.40 feet along the boundary of Lot 24 to the northwest corner of Lot 24.
Thence N89'42'09"E, 573.37 feet along the boundary between Lot 24 and Lot 25 to the POINT OF BEGINNING.
The above-described parcel contains 4.12 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 lots within this subdivision are eligible to receive water service from the City of
Meridian, and the City of 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
- 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:
Cory 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 North 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 LA
ss. `ST fN�SG
County of Adaac
ms
On this —day of , in the year 20 , before me, a
Notary Public in and for the State of Idaho, personally appeared Cory D. 1 3 34
Barton, known or identified to me to be the President of Corey Barton Michael S. Byrns, 11334 �q Pao
Homes, Inc. that executed the within instrument and acknowledged to me
that Cory Barton Homes, Inc. executed the same. tic yqTFOF
£L S.
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 3 OF 4
PLAT SHOWING PLAT BOOK PAGE
Silverwater North Subdivision
Approval of Central District Health Department Certificate of County Surveyor
Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied according I, the undersigned, County Surveyor for Ada County, Idaho, do hereby certify that I have checked
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 any and all current and/or delinquent
Commissioners on the day of Mr 20 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 —day 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
L. 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
LACJUB
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4 J-U-B ENGINEERS., INC.
�j OF��QPw�� 250 South Beechwood Avenue,Suite 201,Boise,ID 83709-0944
yq �y p 208 376 7330 f 208 323 9336 w www.jub.com
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SHEET 4 OF 4