Sanitary Sewer and Water Main Easement with Wal-Mart for Coleman SubdivisionADA COUNTY RECORDER Christopher D. Rich 2015-003135
BOISE IDAHO Pgs=10 BONNIE 0111 41201 5 11:05 AM
MERIDIAN CITY NO FEE
11111111111111 IIIIIIIIIIIIIII IIII IIII111111IIIA III
00056560201600031350100104 -
Meridian, ID
Store No. 5841
SANITARY SEWER AND WATER MAIN EASEMENT
THIS INDENTURE, made this V3 day of_)anym 20� S between Wal-Mart Stores, Inc., a
Delaware corporation, the parties of the first part, and'iiereinafter called the GRANTOR, and the
City of Meridian, Ada County, Idaho, the party of the second part, and hereinafter called the
GRANTEE;
WITNESSETH:
WHEREAS, the GRANTOR desires to provide a sanitary sewer and water main right-of-way
across the premises and property hereinafter particularly bounded and described; and
WHEREAS, the sanitary sewer and water is to be provided for through underground
pipelines to be constructed by others; and
WHEREAS, it will be necessary to maintain, service and subsequently connect to said
pipelines from time to time by the GRANTEE;
NOW, THEREFORE, in consideration of the benefits to be received by the GRANTOR, and
other good and valuable consideration, subject to any matters of record, the GRANTOR does
hereby give, grant and convey unto the GRANTEE the right-of-way for an easement over and
across the following described property:
(SEE ATTACHED EXHIBITS A and B)
The easement hereby granted is for the purpose of construction and operation of underground
sanitary sewer and water mains and their allied facilities, together with their maintenance,
repair, replacement and subsequent connection at the convenience of the GRANTEE, with
the free right of access to such facilities at any and all times.
TO HAVE AND TO HOLD, the said easement and right-of-way unto the said GRANTEE,
it's successors and assigns forever.
Sanitary Sewer and Water Main Easement EASMT S&W 11-15-13.doc
4819-2655-5680.3
IT IS EXPRESSLY UNDERSTOOD AND AGREED, by and between the parties hereto,
that after making repairs, performing maintenance, replacements or subsequent connections
to the sanitary sewer and water mains, GRANTEE shall restore the area of the easement and
adjacent property to that existent prior to undertaking such procedures. However, GRANTEE
shall not be responsible for repairing, replacing or restoring anything placed within the area
described in this easement that was placed there in violation of this easement.
THE GRANTOR hereby covenants and agrees that it will not place or allow to be placed any
permanent structures within the area described for this easement, which would interfere with
the use of said easement, for the purposes stated herein. THE GRANTOR may make any
other use of the easement area which does not unreasonably interfere with GRANTEE'S use
and enjoyment of the interests conveyed by this instrument.
THE GRANTOR hereby covenants and agrees with the GRANTEE that should any part of
the right-of-way and easement hereby granted become part of, or lie within the boundaries of
any public street, then, to such extent, such right-of-way and easement hereby granted which
lies within such boundary thereof or which is a part thereof, shall cease and become null and
void and of no further effect and shall be completely relinquished.
THE GRANTOR does hereby covenant with the GRANTEE that it is lawfully seized and
possessed of the aforementioned and described tract of land, and that it has a good and lawful
right to convey said easement, and that it will warrant and forever defend the title and quiet
possession thereof against the lawful claims of all persons whomsoever.
Sanitary Sewer and Water Main Easement EASMT S&W 11-15-13.doe
4819-2655-5680.3
IN WITNESS WHEREOF, the said parties of the first part have hereunto subscribed their
signatures the day and year first herein above written.
GRANTOR:
WAL-MART STORES, INC., a Delaware corporation
By:
L.B. n
Vice-President—Real Estate
2001 SE 10°i Street
Bentonville, AR 72716
Attn: Realty Manager Store No. 5841
STATE OF ARKANSAS
ss.
County of Benton )
On this day of 20, before me, the undersigned, a Notary
Public in and for said State, personally appeared L.B. Johnson, known or identified to me to
be the Vice-President—Real Estate of the corporation that executed the within instrument,
and acknowledged to me that such corporation executed the same.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day
and year first above written.
(SEAL)
NOTAgk
p�Bl.l�
Sanitary Sewer and Water Main Easement
4819-2655-5680.3
EASMT S&W 11-15-13.doc
GRANTEE: CITY OF MERIDIAN
7 . :.nnecr
Tammye e rd, Mayor Io,
(5YV Uf
test bydhycee L. Holman, City Cler 9 SD ,
��tEk of �pyOAb
Approved By City Council On:
STATE OF IDAHO, )
: ss
County of Ada )
On this 13 day of, �o,rw c nA 20 L-, , before me, the undersigned, a Notary
Public in and for said State, personally appeared Tammy de Weerd and Jaycee L. Holman,
known to me to be the Mayor and City Clerk, respectively, of the City of Meridian, Idaho,
and who executed the within instrument, and acknowledged to me that the City of Meridian
executed the same.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day
and year first above written.
-•
13Oj 7.eI
( E;AL) 9� 0�; NOtAkY XJBLIC F
Residing at: y I
.:� •.
Commission Expires: 0
'•.�DAHO ••'
Sanitary Sewer and Water Main Easement EASMT S&W 11-15-13.doc
4819-2655-5680.3 -
Legal Description
Coleman Subdivision - City of Meridian Sewer and Water Easement
Exhibit A
An easement being located in the S ^% of the SE ^% of Section 27, Township 4 North, Range 1
West, Boise Meridian, Ada County, Idaho, and more particularly described as follows:
Commencing at a brass cap monument marking the southeast corner of said Section 27, from
which a 5/8 inch diameter iron pin marking the southwest corner of said SE % bears N 88056'28"
W a distance of 2654.67 feet;
Thence N 0°21'14" E along the easterly boundary of said SE % a distance of 304.37 feet to a
point;
Thence leaving said easterly boundary N 89°38'46" W a distance of 46.00 feet to a point on the
westerly right-of-way of W. Ten Mile Road and the POINT OF BEGINNING;
Thence leaving said right-of-way N 87049'47" W a distance of 268.57 feet to a point;
Thence S 1003'31" W a distance of 15.02 feet to a point;
Thence N 88°56'29" W a distance of 20.00 feet to a point;
Thence N 1 °03'31" E a distance of 11.31 feet to a point;
Thence N 88°43'00" W a distance of 58.05 feet to a point;
Thence N 1 °16'59" E a distance of 15.32 feet to a point;
Thence N 88°56'29" W a distance of 555.79 feet to a point;
Thence S 68008'25" W a distance of 68.50 feet to a point;
Thence a distance of 8.09 feet along the arc of a 457.00 foot radius non -tangent curve left, said
curve having a central angle of 1°00'53" and a long chord bearing N 21°21'07" W a distance of
8.09 feet to a point;
Thence N 21'51'34" W a distance of 11.91 feet to a point;
Thence N 68°08'25" E a distance of 72.48 feet to a point;
Thence S 88056'29" E a distance of 142.08 feet to a point;
Thence N 1 °03'30" E a distance of 12.36 feet to a point;
Thence S 88°56'29" E a distance of 20.00 feet to a point;
Thence S 1003'30" W a distance of 12.36 feet to a point;
Thence S 88056'29" E a distance of 230.80 feet to a point;
LaA��lollUt10"S Coleman Subdivision
(lend Suryof ryln0 and Cooaulling Job No. 1
Page 1 of 4
Thence N 1003'31" E a distance of 590.67 feet to a point;
Thence N 10°10'43" E a distance of 26.52 feet to a point;
Thence N 19°17'54" E a distance of 44.27 feet to a.point;
Thence N 70°42'06" W a distance of 20.59 feet to a point;
Thence N 88°56'30" W a distance of 294.67 feet to a point;
Thence S 1'03'31" W a distance of 15.50 feet to a point;
Thence N 88056'29" W a distance of 20.00 feet to a point;
Thence N 1'03'31 " E a distance of 15.50 feet to a point;
Thence N 88°56'30" W a distance of 54.67 feet to a point;
Thence S 1003'31 " W a distance of 213.62 feet to a point;
Thence S 26°03'30" W a distance of 103.29 feet to a point;
Thence S 88049'42" E a distance of 62.65 feet to a point;
Thence S 1 °03'31" W a distance of 20.00 feet to a point;
Thence N 88049'42" W a distance of 68.33 feet to a point;
Thence S 1 °03'31" W a distance of 286.12 feet to a point;
Thence S 88°56'29" E a distance of 268.42 feet to a point;
Thence S 1003'31" W a distance of 20.00 feet to a point;
Thence N 88°56'29" W a distance of 285.31 feet to a point;
Thence S 23008'25" W a distance of 8.78 feet to a point;
Thence S 68°08'25" W a distance of 38.05 feet to a point;
Thence N 21051'34" W a distance of 20.00 feet to a point;
Thence N 68008'25" E a distance of 29.77 feet to a point;
Thence N 23°08'25" E a distance of 9.62 feet to a point;
Thence N 1 °03'31" E a distance of 252.19 feet to a point;
Thence N 88°56'29" W a distance of 10.50 feet to a point;
Thence N 1°03'31" E a distance of 20.00 feet to a point;
Land b9ut'ion� Coleman Subdivision
Baa surveying a"a cummnng Job No, 14-52
Page 2 of 4
Thence S 88°56'29" E a distance of 10.50 feet to a point;
Thence N 1'03'31 " E a distance of 32.86 feet to a point;
Thence N 26°03'30" E a distance of 116.73 feet to a point;
Thence N 1003'31" E a distance of 194.52 feet to a point;
Thence N 88°56'30" W a distance of 109.34 feet to a point;
Thence N 1'03'32" E a distance of 32.00 feet to a point;
Thence S 88°56'30" E a distance of 513.88 feet to a point;
Thence S 70042'06" E a distance of 280.60 feet to a point;
Thence S 79°49'18" E a distance of 7.70 feet to a point;
Thence N 1 °03'30" E a distance of 48.25 feet to a point;
Thence S 88°56'30" E a distance of 20.00 feet to a point;
Thence S 1 °03'30" W a distance of 51.49 feet to a point;
Thence S 88°56'46" E a distance of 18.38 feet to a point;
Thence N 1'03'31 " E a distance of 16.50 feet to a point;
Thence S 88°56'29" E a distance of 20.00 feet to a point;
Thence S 1'03'31" W a distance of 16.50 feet to a point;
Thence S 88°56'46" E a distance of 171.52 feet to a point;
Thence S 0°21'14" W a distance of 20.00 feet to a point;
Thence N 88°56'46" W a distance of 210.15 feet to a point;
Thence S 1'03'30" W a distance of 4.68 feet to a point;
Thence S 84°44'07" E a distance of 210.97 feet to a point;
Thence S 0°21'14" W a distance of 20.10 feet to a point;
Thence N 84°43'48" W a distance of 223.21 feet to a point;
Thence N 70042'06" W a distance of 25.46 feet to a point;
Thence N 19°17'54" E a distance of 20,99 feet to a point;
Lai-ntdis?+liutions Coleman subdivision
t`----- �Lana SumVina and consumng Job No. 14-52
Page 3 of 4
Thence N 70°42'06" W a distance of 241.33 feet to a point;
Thence S 19°17'54" W a distance of 42.67 feet to a point;
Thence S 10010'43" W a distance of 23.33 feet to a point;
Thence S 1'03'31 " W a distance of 57.02 feet to a point;
Thence S 88°56'30" E a distance of 10.80 feet to a point;
Thence S 1003'30" W a distance of 20.00 feet to a point;
Thence N 88056'30" W a distance of 10.80 feet to a point;
Thence S 1003'31 " W a distance of 369.71 feet to a point;
Thence S 88056'30" E a distance of 10.80 feet to a point;
Thence S 1°03'30" W a distance of 20.00 feet to a point;
Thence N 88056'30" W a distance of 10.80 feet to a point;
Thence S 1003'31 " W a distance of 122.34 feet to a point;
Thence S 88056'29" E a distance of 214.87 feet to a point;
Thence S 89057'48" E a distance of 278.14 feet to a point on the westerly right-of-way of N. Ten
Mile Road;
Thence S 0°21'14" W along said westerly right-of-way a distance of 42.02 feet to the POINT OF
BEGINNING.
This parcel contains 2.21 acres and is subject to any other easements existing or in use.
Clinton W. Hansen, PLS
Land Solutions, PC
November 17. 2014
IL� d gblutl,ons Coleman Subdivision
`� land Surveying and Consulting Job No, 14-52
Page 4 of 4
COLEMAN SUBDIVISION
CITY OF MERIDIAN SEWER AND WATER EASEMENT
EXHIBIT B
1/4 27 26
Lara
L77
I I
LOT 4 1 1 LOT 5
�jny�L35 -L72 �nLL114ar--�� �J
l7 L16�__._ L60 __ _ Lel __
------------
__
L10 X9 1: L6.-
I
POINT OF'
I
FLOT BEGINNING
I WT7
I
27
1/4 -
J4
sss4.s7' W. McM/LEAN ROAD N 8856'28" W
BASIS OF BEARING
0 100 200 400
�J I
e
b
N
I
lO
O
Ih
IW
�
I�
46' W
b
2
I
M
I
27 26
J4 J5
SEE SHEET 2 FOR LINE AND CURVE TABLE INFORMATION
Lan olut®ons
Land Surveying and Consulting
231 E. 5TH ST., STE. A
MERIDIAN, ID 83692
12081 280-2040 1208128&2557 Fz
wvnv.lzndsolutlons.blz PAGE I OF 2
COLEMAN SUBDIVISION
CITY OF MERIDIAN SEWER AND WATER EASEMENT
EXHIBIT B
Curve Table
Curve ,¢
Length
Radlas
001a
Bearing
Chord
Cl
8.D9'
457.00'
1'00'53"
N21'21'07"W
1 8.09'
Lin 4 utions
Land Surveying and Consulting
231 E. STH ST., STE. A
MERIDIAN, ID 83642
(208128&2040 1208128&2557 fax
wr+nN.landsolutloru.bk PAGE 2 OF 2
Line
Table
Line r
Length
Direction
L1
46.00
N89'38'46'W
L2
268.57
N87'49'47"W
L3
15.02
S1'03'31"W
L4
20.00
N88'56'29"W
L5
11.31
NM3'31'E
L6
58.05
N88'43'00"W
L7
15.32
N1'16'59"E
L8
555.79
NaO'56'29"W
L9
68.50
S68108'25"W
L10
11.91
N21'51'34"W
L11
72.48
NBB'08'25"E
L12
142.08
Si
L13
12.35
N1'03'30"E
H4
20.00
S88'56'29"E
L15
12.36
Si'03'30'W
L16
230.80
50856'29"E
L17
590.67
N1'03'31"E
LIB
26.52
N10'10'43"E
L19
44.27
N19'17'54'E
L20
20.59
N70'42'06"W
L21
294.67
NBB'56'30"W
L22
15.50
SI'0331'W
L23
20.00
N88'56'29'W
L24
15.50
N1'0331"E
L25
54.67
N88'55'30"W
L26
213.62
S1'03'31"W
L27
103.29
52fi'0330"W
Lin 4 utions
Land Surveying and Consulting
231 E. STH ST., STE. A
MERIDIAN, ID 83642
(208128&2040 1208128&2557 fax
wr+nN.landsolutloru.bk PAGE 2 OF 2
Line Table
Line #
Length
Direction
L28
62.65
S88'49'42'E
L29
20.00
SI'03'31"W
L30
68.33
N88'49'42'W
L31
286.12
S1'03'31"W
L32
268.42
S88'56'29"E
L33
20.00
S1'03'31"W
L34
285.31
N88'56'29'W
L35
8.78
S23'OB'25'W
L36
38.05
S681025'W
L37
20.00
N2151'34'W
L38
29.77
N68'08'25'E
L39
9.62
N23'08'25"E
L40
252.19
N1'03'31'E
L47
10.50
N88'56'29"W
L42
20.00
N1'03'31"E
L43
10.50
S8856'29"E
L44
32.86
N1 0Y31'E
L45
116.73
N26'0330"E
L46
194.52
N1'03'31"E
L47
109.34
N88'5630'W
L48
32.00
N1'03'32"E
L49
513.88
S88'5630"E
L50
280.60
570'42'06"E
L51
7.70
S79'49'18"E
L52
48.25
N1'03'30"E
L53
20.00
588'56'30"E
L54
51.49
SI 03'30"W
Lin 4 utions
Land Surveying and Consulting
231 E. STH ST., STE. A
MERIDIAN, ID 83642
(208128&2040 1208128&2557 fax
wr+nN.landsolutloru.bk PAGE 2 OF 2
Una
Table
Line i
Length
Direction
L55
18.38
S88'56'46'E
L56
16.50
NP03'31"E
L57
20.00
S88'56'29"E
L58
16.50
SlW'31'W
L59
171.52
588'56'46"E
L60
20.00
SO'21'14"W
L61
210.15
N88'56'46'W
L62
4.68
S1'03'30'W
L63
210.97
S84'4407"E
L64
20.10
SO'21'I CW
L65
223.21
N84'43'48'W
L66
25.46
N70'42'06'W
L57
20.99
N19'17'54"E
L68
241.33
N70'42'06'W
L69
42.67
S19'17'54"W
L70
23.33
510'10'43"W
L71
57.02
SM331"W
L72
10.80
S88'5630'E
L73
20.00
S1'03'30'W
L74
10.80
N88'56'30"W
L75
369.71
S1 V33l'W
L76
10.80
S88'56'30'E
L77
20.00
SI'0330'W
L78
10.80
N88'56'30'W
L79
122.34
S1'03'31'W
LBO
214.87
SBB'56'29"E
L81
278.14
S89'57'48"E
L82
42.02
SO 21-14-W
Lin 4 utions
Land Surveying and Consulting
231 E. STH ST., STE. A
MERIDIAN, ID 83642
(208128&2040 1208128&2557 fax
wr+nN.landsolutloru.bk PAGE 2 OF 2