HomeMy WebLinkAbout20090814001431 SLOPE EASEMENT 050809Return Address:
City of Auburn
City Clerk
25 West Main
Auburn, WA 98001
SLOPE EASEMENT
FAC06-0013
Lion. l/
Reference # (if applicable): N/A1
Grantor/Borrower: Todd Duty ~0
Grantee/Assignee/Beneficiary: City of Auburn
Legal Description/STR: SW of SW of S32 - T21N - R05E
Assessor's Tax Parcel lD#: 3221059011,3221059030,3221059037
1
The Grantor, Todd Duty, for and in valuable consideration in hand paid, does
hereby grant and convey to the Grantee, City of Aubum, a Washington municipal
corporation, and its agents or assigns a permanent, non-exclusive slope easement over,
under, upon and across the real property described in Exhibit "A" attached hereto and
incorporated by this reference, together with the rights of ingress and egress, for the
purpose of constructing and maintaining the slope improvements to be constructed by the
Grantee, including grading, stock piling, excavating and restoring the real property and/or
the slope improvements. The slope easement is described in Exhibit "B" attached hereto
and incorporated by these references.
Upon completion of construction of the slope improvements, Grantee shall restore
the easement area to a condition as close as reasonably possible to its pre-construction
condition while maintaining the integrity of the slope improvements, or to such other state
of restoration as mutually agreed upon by the parties.
Easement Area includes an area reserved for the purpose of providing a roadside
slope easement and an area for a temporary storm drainage pond to treat storm water
runoff draining from Evergreen Way SE until a permanent storm facility is constructed and
approved by Grantee for treatment of storm water from Evergreen Way SE, and the need
for a slope easement is removed or reduced. The rest of the easement area is subject to
change per design of proposed subdivision. Upon final acceptance of the permanent
replacement storm facility and replacement slope easement, if required, the Grantor may
request the relinquishment of this easement.
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Grantor shall not perform any activities that may damage improvements built or
constructed within the easement areas, including the planting of vegetation with damaging
root structures or performing any excavation that would have the effect of weakening the
support of said improvements.
This Easement shall be a covenant running with the land and shall be binding on
the successors, heirs and assigns of all parties hereto.
IN WITNESS WHEREOF, said corporation has caused this instrument to be
executed by its proper officer(s) this 679 - day of H , 2009.
Vk P-- 4~ - -
Grantor
Grantor
STATE OF WASHINGTON)
) ss
COUNTY OF KING )
I certify that I know or have satisfactory evidence that T6DD DV t~
and is/are the person(s) who appeared
before me, and said individual(s) acknowledged that he/she/they signed this instrument and
acknowledged it to be his/her/their free and voluntary act for the uses and purposes
mentioned in this instrument.
Dated ON Del, 2,00<1
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i o i P-v!T~ Ex.& 0 Drrm-
Notary Public in and for the State of Washington
Residing at 4110V-6E GD
My appointment expires O=PTUV09 0' 2tV 12
HS/tIb
File: #1089A
REF: H:ADevelopment\Project\Kersey 111TAC06-0013\1egal Documents\2009
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EXHIBIT "A"
LEGAL DESCRIPTION
SLOPEEASEMENT
A parcel of land lying within the Southwest quarter of the Southwest quarter of Section 32,
Township 21 North, Range 5 East, Willamette Meridian. King County. Washington;
COMMENCING at the South Section corner common to Section 31 and said Section 32;
THENCE along said common Section line, North 01° 58' 17" East, a distance of 660.66 feet to the
POINT OF BEGINNING on the Northerly right-of-way of Evergreen Way S.E.;
THENCE CONTINUING North Oi ° 58'17" East along said line, a distance of 86.56 feet;
THENCE South 88° 01'43" East, a distance of 100.00 feet.
THENCE South 38° 24' 15" East, a distance of 20..00 feet;
THENCE South 20° 20' 02" East, a distance of 95.00 feet;
THENCE South 37° 04'42" East, a distance of 125.00 feet;
THENCE South 49° 01' 12" East, a distance of 135.87 feet;
THENCE South 62° 55'08" East, a distance of 55.00 feet;
THENCE South 74° 21'21" East, a distance of 43.04 feet;
THENCE South 67° 49' 58" East, a distance of 40.00 feet;
THENCE North 89° 06' 01" East, a distance of 75.00 feet;
THENCE North 86' 57' 55" East. a distance of 38 20 feet;
THENCE North 01 ° 24' 36" East, a distance of 94.75 feet;
THENCE South 88° 35' 24" East, a distance of 215 50 feet to the beginning of a curve, concave
Northerly, having a radius of 404,00 feet and a central angle of 2.5° 56'3z';
THENCE Easterly along the am of said curve to the left, a distance of 182,92 feet to a point to
which a radial line bears South 24° 31' S6" East;
THENCE along a projection of said radial line, South 24" 31' 56" East, a distance of 166.35 feet;
THENCE North 64" 10'55" East, a distance of 107.64 feet;
THENCE North 41° 37' 08" East, a distance of 67.41 feet;
THENCE North 30° 02'31" East, a distance of 225.00 feet;
THENCE North 49° 11' 55" East, a distance of $0.00 feet to the East line of said Southwest quarter
of the Southwest quarter;
THENCE along said East line, South 01° 28' 34" West, a distance of 110.52 feet to said Northerly
right-of-way;
THENCE the next five courses along said right-of-way:
South 39° 31' 32" West, a distance of 99.00 feet to the beginning of a curve, concave
Northwesterly, having a radius of 601.50 feet and a centrat angle of 510 53'04",
Project Name: Kersey III
October 17, 2006
Revised: February 4, 2008
Revised: October2. 200a
WRWPas
113941.=Tdoc
Exhibit! 11394EXH03-SLP.dwg*EXO1
Page 1 of 2
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THENCE southwesterly along the arc of said curve to the right, a distance of 544.69 feet to a
point of tangency;
THENCE North 88' 35 24" West, a distance of 215.50 feet to the beginning of a curve,
concave Northeasterly, having a radius of 627.50 feet and a central angleof 53° 43' 01';
THENCE Nordn"sterly along the are of said curve to the right, a distance of 586.30 feet to a
point of tangency;
THENCE North 34" 52'23' West, a distance of 113 65 feet to the POINT OF BEGINNING.
Containing 177,040 square feet, or 406 acres, more or less.
Project Nanic Kersey III
October 17, 2000
Revised; February 4, 2000
Revised: October 2, 2000
WRW/Jse
113941L.007,rim
Exhibit: 11394EXH03-SLP.dw9:EX01
Page 2 012
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EXHIBIT B ° WA
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SW1 4 SECTION 32 M
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WEST LINE OF SECTION 32 -
NOI'58' 17"E 660.66'
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Seale: Far. Job Number
Horizontal 1200' Vertical NA KERSEY III 11394
G,HAV 18215 72ND AVENUE SOUTH DIVISION III
Q' S KENT, WA 98032 Sheet
(425)251-6222 Title:
(425)251-8782 FAX SLOPE
$ CIVIL ENGINEERING, LAND EASEMENT EXHIBIT
n' PLANNING, SURVEYING, 1 1
'a'ENOM ENVIRONMENTAL SERVICES of
Desi ned Drawn Checked-AM- I A roved Date
LINE TABLE
LINE
BEARING
DISTANCE
U
88'01'43"E
5
100.0'
L2
538'24''E
20.00'
L3
520'20'02"E
95.00'
L4
S3T04'42°E
125.00'
L5
549'01'12"E
135.87'
L6
6Y55'OB"E
55.00'
L7
574'21'21°E
43.04'
LB
56T49'S8"E
40.00'
L9
N8506'Ol"E
75.00'
L10
N86'5T55"E
.38.20'
L11
N64' O'55"E
107.64'
L12
N41'3Y06`E
67.41'
L13
N3002'31"E
225:00'
L14
N4511'55 "E
50.00'
L15
S39'31'32'W
GwI
vi
99.00'
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