Southridge Sewer and Water Main EasementADA COUNTY RECORDER Christopher D. Rich 2018-037006
BOISE IDAHO Pgs=l 1 BONNIE OBERBILLIG 04/25/2018 01:22 PM
CITY OF MERIDIAN, IDAHO NO FEE
Project Name (Subdivision};
Sanitary Server & Water Main Easement Number:
Identify this Easement by sequential member iffroject contains
more than one easement ofthis type.
( See Instructions for additional information).
SANITARY SEWER AND WATER MAIN EASEMENT Southridge
Development
THIS Easement Agreement, made this 2—q day of--� LLC qLiw 20—betweenc2
("Grantor"), and the City of Meridian, an Idaho Municipal Corporation ("Grantee");
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 and service 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, the Grantor does hereby give, grant and convey
unto the Grantee the right-of-way for an easement for the operation and maintenance of
sanitary sewer and water mains over and across the following described property:
I
The easement hereby granted is for the purpose of construction and operation of sanitary
sewer and water mains and their allied facilities, together with their maintenance, repair
and replacement 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.
IT IS EXPRESSLY UNDERSTOOD AND AGREED, by and between the parties hereto,
that after making repairs or performing other maintenance, Grantee shall restore the area
of the easement and adjacent property to that existent prior to undertaking such repairs
and maintenance. 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 covenants and agrees that Grantor will not place or allow to be placed
any permanent structures, trees, brush, or perennial shrubs or flowers within the area
described for this easement, which would interfere with the use of said easement, for the
Sanitary SeNver and Water Main Easement REV. 03/26/2018
purposes stated herein.
THE GRANTOR covenants and agrees with the Grantee that should any part of the right-
of-way and easement hereby granted shall 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 Grantor is lawfully seized
and possessed of the aforementioned and described tract of land, and that Grantor has a
good and lawful right to convey said easement, and that Grantor will warrant and forever
defend the title and quiet possession thereof against the lawful claims of all persons
whomsoever.
THE COVENANTS OF GRANTOR made herein shall be binding upon Grantor's
successors, assigns, heirs, personal representatives, purchasers, or transferees of any kind.
IN WITNESS WHEREOF, the said parties of the first part have hereunto subscribed their
signatures the day and year first herein above written.
GRANTOR:
STATE OF A -i ZOr,0
) ss
County ofYyVgroix)
This record was acknowledged before me on l (date) by
JL ���5 (name of individual), [complete the follown:g tf signing in a
representative capacity, or st •ike the following if signing in an individual capacity] on
SLk
behalf of �+ id 0`'''1. (name name of entit on behalf of whom record was
executed), in the folldwing representative capacity: (tee
of authority such as officer or trustee)
(stamp)
Sanitary Sewer and Water Main Easement
Sa.ochrite
Koi��Salure ll ll0 Z�Z�
My Commission Expires:
REV. 03/26/2018
JORDAN D. HAFEN
holaryPuNic - A nrm
Madoops counry
-,� •
Iq comm. Explres Nov 16.202;
Sanitary Sewer and Water Main Easement
Sa.ochrite
Koi��Salure ll ll0 Z�Z�
My Commission Expires:
REV. 03/26/2018
, eo a.ucusr,
CITY OF MERIDIAN oE`P ,r
I.,Q o11
VIL-` z E IDIA 0
rur 3-0 e r r� "
'C ourts►d} SEp.I. ��
ti J�
�c��lFR of the'(R�P�
by C.J�y Coles, City Clerk
STATE OF IDAHO,
ss.
County of Ada )
-3-oe, 'fpr-�nd--)
This record was acknowledged before me on (date) by T.......,...,. de `x' eera
and C.Jay Coles on behalf of the City of Meridian, in their capacities as-CM�yo� d q�51G�2
Clerk, respectively.
•F,••'
O ' ,rGL Notary Signature S�
'$ My Commission Exp res_ �O-
;•• ;q OY N
*essence•
Sanitary Sewer and Water Main Easement REV. 03/26/2018
March 19, 2018
Project No. 117059
THE LANA GROUP, INC.
Exhibit "A"
LINDER/OVERLAND APARTMENTS
SEWER & WATER EASEMENT DESCRIPTION
An easement located in the Northeast Quarter of Section 23, Township 3 North, Range 1 West, Boise Meridian,
City of Meridian, Ada County, Idaho, being more particularly described as follows:
Commencing at the North One Quarter Corner of Section 23 of said Township 3 North, Range 1 West;
Thence South 89°19'41" East, a distance of 1261.76 feet on the North line of said Section 23;
Thence South 00°40'19" West, a distance of 50.50 feet to a point on the South Right -of -Way line of West
Overland Road, said point being the POINT OF BEGINNING;
Thence South 18° 58'53" West, a distance of 116.67 feet;
Thence South 89° 19'41" East, a distance of 260.66 feet;
Thence North 00° 40' 19" East, a distance of 47.62 feet;
Thence North 89° 19' 41" West, a distance of 24.50 feet;
Thence North 00° 40' 19" East, a distance of 20.00 feet;
Thence South 89° 19'41" East, a distance of 253.57 feet;
Thence South 00'40'19" West, a distance of 72.29 feet;
Thence South 75° 02' 56" East, a distance of 90.40 feet;
Thence North 14° 57' 04" East, a distance of 26.50 feet;
Thence South 75° 02'56" East, a distance of 31.12 feet;
Thence South 14° 57'04" West, a distance of 41.77 feet;
Thence North 75° 02'56" West, a distance of 12.12 feet;
Thence South 14° 57'04" West, a distance of 297.96 feet;
Thence South 66° 17'44" East, a distance of 41.33 feet to a point of non -tangent curve, said point being
on the westerly right of way of South Spanish Fork Way;
Thence 17.00 feet on the arc of a curve to the left, said curve having a radius of 325.00 feet, a central
angle of 02° 59'52", a chord bearing of South 20° 22'00" West, and a chord length of 17.00 feet on said
westerly right of way;
Thence South 18` 52'04" West, a distance of 3.04 feet on said westerly right of way;
Thence leaving said westerly right of way, North 66" 17'44" West, a distance of 59.73 feet;
Thence North 14° 57'04" East, a distance of 100.41 feet;
Thence North 75° 02'56" West, a distance of 10.00 feet;
Thence North 14° 57'04" East, a distance of 89.10 feet;
Thence North 75° 02'56" West, a distance of 24.00 feet;
Thence North 14° 57'04" East, a distance of 20.00 feet;
Thence South 75° 02'56" East, a distance of 14.17 feet;
Thence North 14° 57' 04" East, a distance of 16.87 feet;
Thence South 75° 02'56" East, a distance of 9.83 feet;
Thence North 14° 57'04" East, a distance of 74.00 feet;
f
Site Planning • Landscape Architecture • Civil Engineering • Golf Course Irrigation & Engineering • Graphic Design • Surveying
462 E. Shore Drive, Suite 100 • Eagle, Idaho 83616 • P 208.939.4041 • www.thelandgroupinc.com
GouihetcY
Thence North 75° 02'56" West, a distance of 102.72 feet;
Thence North 00° 40' 19" East, a distance of 65.61 feet;
Thence North 89° 19' 41" West, a distance of 169.07 feet;
Thence South 00' 40' 19" West, a distance of 67.62 feet;
Thence North 89° 19'41" West, a distance of 46.00 feet;
Thence South 00° 40' 19" West, a distance of 14.00 feet;
Thence North 89° 19'41" West, a distance of 20.00 feet;
Thence North 00° 40' 19" East, a distance of 14.00 feet;
Thence North 89° 19' 41" West, a distance of 26,27 feet;
Thence South 00° 40' 19" West, a distance of 29.50 feet;
Thence North 89° 19' 41" West, a distance of 20.00 feet;
Thence North 00' 40' 19" East, a distance of 29.50 feet;
Thence North 89° 19'41" West, a distance of 176.21 feet;
Thence South 16° 06'12" West, a distance of 43.47 feet;
Thence South 73° 53'48" East, a distance of 26.50 feet;
Thence South 160 06' 12" West, a distance of 20.00 feet;
Thence North 73° 53'48" West, a distance of 26.50 feet;
Thence South 16° 06'12" West, a distance of 255.19 feet;
Thence South 73° 53'48" East, a distance of 51.74 feet;
Thence North 16° 06' 12" East, a distance of 25.00 feet;
Thence South 73° 53' 48" East, a distance of 20.00 feet;
Thence South 16° 06' 12" West, a distance of 25.00 feet;
Thence South 73° 53'48" East, a distance of 78.19 feet;
Thence North 16° 06' 12" East, a distance of 98.86 feet;
Thence North 28° 53'48" West, a distance of 41.21 feet;
Thence North 61° 06' 12" East, a distance of 4.24 feet;
Thence South 73° 53'48" East, a distance of 22.28 feet;
Thence South 28° 53'48" East, a distance of 25.46 feet;
Thence South 73° 53'48" East, a distance of 28.86 feet;
Thence South 16° 06'12" West, a distance of 20.00 feet;
Thence North 73" 53'48" West, a distance of 23.00 feet;
Thence South 16° 06' 12" West, a distance of 93.00 feet;
Thence South 73° 53'48" East, a distance of 86.34 feet;
Thence North 61° 06' 12" East, a distance of 36.77 feet;
Thence South 73° 53'48" East, a distance of 97.04 feet;
Thence South 16° 41' 33" East, a distance of 21.72 feet;
Thence South 73° 18'27" West, a distance of 20.00 feet;
Thence North 160 41' 33" West, a distance of 10.82 feet;
Thence North 73° 53'48" West, a distance of 13.67 feet;
Thence South 16° 06' 12" West, a distance of 73.39 feet to a point of non -tangent curve;
Thence 135.19 feet on the arc of a curve to the left, said curve having a radius of 277.94 feet, a central
angle of 27° 52'04", a chord bearing of South 20° 47'39" East, and a chord length of 133.86 feetto a point
on the westerly right of way of said South Spanish Fork Way;
Thence South 53° 00' 22" West, a distance of 20.01 feet on said westerly right of way to a point of non -
tangent curve,;
Thence leaving said westerly right of way, 149.84 feet on the arc of a curve to the right, said curve having
a radius of 297.94 feet, a central angle of 28° 48' 51", a chord bearing of North 20° 28' 23" West, and a
chord length of 148.26 feet;
E
Site Planning • Landscape Architecture - Civil Engineering • Golf course Irrigation & Engineering • Graphic Design . Surveying
462 E. Shore Drive, Suite 100 - Eagle, Idaho 83616 - P 208.939.4041 - F 208.939.4445 . www.titelandgroupinc.com
0J01_}h ri doe
Thence North 16° 06' 12" East, a distance of 77.38 feet;
Thence North 73° 53'48" West, a distance of 44.18 feet;
Thence South 61° 06' 12" West, a distance of 28.93 feet;
Thence South 16° 06' 12" West, a distance of 15.54 feet;
Thence North 73° 53'48" West, a distance of 179.00 feet;
Thence South 16° 06' 12" West, a distance of 24.50 feet;
Thence North 73' 53'48" West, a distance of 10.00 feet;
Thence South 16° 06' 12" West, a distance of 39.88 feet;
Thence South 73° 53'48" East, a distance of 24.50 feet;
Thence South 16° 06' 12" West, a distance of 20.00 feet;
Thence North 73° 53'48" West, a distance of 24.50 feet;
Thence South 16° 06' 12" West, a distance of 280.14 feet;
Thence South 73° 53'48" East, a distance of 14.40 feet;
Thence North 16° 06' 12" East, a distance of 9.00 feet;
Thence South 73° 53'48" East, a distance of 20.00 feet;
Thence South 16° 06' 12" West, a distance of 9.00 feet;
Thence South 73° 53'48" East, a distance of 127.95 feet;
Thence South 28° 53'48" East, a distance of 9.90 feet;
Thence South 73° 53'48" East, a distance of 124.76 feet to a point of non -tangent curve, said point being
on the westerly right of way of said South Spanish Fork Way;
Thence 2.93 feet on the arc of a curve to the left, said curve having a radius of 310.47 feet, a central angle
of 00° 32'29", a chord bearing of South 36° 43'52" West, and a chord length of 2.93 feet on said westerly
right of way to a point of non -tangent compound curve;
Thence 18.24 feet on the arc of a curve to the left, said curve having a radius of 299.90 feet, a central
angle of 03° 29' 07", a chord bearing of South 35° 01' 33" West, and a chord length of 18.24 feet on said
westerly right of way;
Thence leaving said westerly right of way, North 73° 53'48" West, a distance of 59.32 feet;
Thence South 16° 06'12" West, a distance of 32.50 feet;
Thence North 73° 53' 48" West, a distance of 20.00 feet;
Thence North 16° 06' 12" East, a distance of 32.50 feet;
Thence North 73° 53'48" West, a distance of 26.54 feet;
Thence South 16° 06' 12" West, a distance of 16.66 feet;
Thence North 73° 53'48" West, a distance of 20.00 feet;
Thence North 16° 06' 12" East, a distance of 13.66 feet;
Thence North 73° 53' 48" West, a distance of 16.34 feet;
Thence South 16° 06' 12" West, a distance of 121.50 feet;
Thence North 73° 53'48" West, a distance of 20.00 feet;
Thence North 16° 06' 12" East, a distance of 121.50 feet;
Thence North 73° 53' 48" West, a distance of 62.97 feet;
Thence South 16° 06' 12" West, a distance of 29.50 feet;
Thence North 73° 53'48" West, a distance of 20.00 feet;
Thence North 16° 06' 12" East, a distance of 29.50 feet;
Thence North 73° 53'48" West, a distance of 33.64 feet;
Thence South 16'06'12" West, a distance of 29.50 feet;
Thence North 73° 53'48" West, a distance of 20.00 feet;
Thence North 16° 06' 12" East, a distance of 28.50 feet;
Thence North 73° 53'49" West, a distance of 84.72 feet;
Thence North 16° 06' 12" East, a distance of 20.00 feet;
r"
Site Planning • Landscape Architecture • Civil Engineering - Golf Course Irrigation & Engineering • Graphic Design • Surveying
462 E. Shore Drive, Suite 100 - Eagle, Idaho 83616 • P 208.939.4041 • F 208.939.4445 • www.thelandgroupinc.com
Thence South 73° 53'48"
East, a distance of 66.38 feet;
Thence North 16° 06' 12"
East, a distance of 157.02 feet;
Thence North 73° 53' 48"
West, a distance of 13.66 feet;
Thence North 16° 06' 12"
East, a distance of 7,92 feet;
Thence North 73° 53'48"
West, a distance of 15.92 feet;
Thence North 16° 14' 51"
East, a distance of 20.00 feet;
Thence South 73° 53'48"
East, a distance of 29.53 feet;
Thence North 16° 06' 12"
East, a distance of 190.58 feet;
Thence North 73° 53'48"
West, a distance of 46.66 feet;
Thence South 16° 06' 12"
West, a distance of 29.00 feet;
Thence North 73° 53'48"
West, a distance of 20.00 feet;
Thence North 16° 06' 12"
East, a distance of 29.00 feet;
Thence North 73° 53'48"
West, a distance of 5.43 feet;
Thence South 16° 06'12"
West, a distance of 1.00 feet;
Thence North 73° 53' 48"
West, a distance of 125.91 feet;
Thence North 16° 06' 12"
East, a distance of 20.00 feet;
Thence South 73° 53'48"
East, a distance of 116.91 feet;
Thence North 16° 06' 12"
East, a distance of 9.84 feet;
Thence North 73° 53' 48"
West, a distance of 14.83 feet;
Thence North 16° 06' 12"
East, a distance of 20.00 feet;
Thence South 73° 53'48"
East, a distance of 14.83 feet;
Thence North 16° 06' 12"
East, a distance of 39.78 feet;
Thence North 73° 53'48"
West, a distance of 29.54 feet;
Thence North 16" 14' 51"
East, a distance of 20.00 feet;
Thence South 73° 53'48"
East, a distance of 29.49 feet;
Thence North 16° 06' 12"
East, a distance of 270.62 feet;
Thence North 18° 58' 53"
East, a distance of 108.81 feet to a point on the southerly right of way of West
Overland Road;
Thence South 89° 19' 41"
East, a distance of 21.07 feet on said southerly right of way to the POINT OF
BEGINNING,
PREPARED BY:
THE LAND GROUP, INC.
James R. Washburn
i -
Site Planning • Landscape Architecture • Civil Engineering, • Golf Course Irrigation & Engineering • Graphic Design • Surveying
462 E. Shore Drive, Suite 100 • Eagle, Idaho 83616 - P 208.939.4041 - F 208.939.4445 - www.thelandgroupinc.com
S,14 - BASIS OF BEARING - S.14 S.13
_ S89°19'41"E 2661.73'
S,?_3 1261,76' L136 TIEL LINE: L1 1399.97' W. OVERLAND RD. S,23 5,24
N 1/4 R/W R/W R/W R/W RAY
/OF NE CORNER
SECTION 23 / POa
INT —._ _ —._ SECTION 23
T.3N., RAW., B.M. BEGINNING r1
— — —
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Exhibit "B"
IIOfiWITAL SCALE: 1' -150
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Exhibit "B"
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