lgl-esmt-access-180628.pdfEXHIBIT A
ACCESS EASEMENT
THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER
OF SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST OF THE WILLAMETTE
MERIDIAN AS SHOWN ON CITY OF EDMONDS BOUNDARY LINE ADJUSTMENT
RECORDED UNDER AUDITOR'S FILE NUMBER
EMBRACED WITHIN A STRIP OF LAND 20.00 FEET IN WIDTH HAVING 10.00 FEET
OF SUCH WIDTH ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE:
COMMENCING AT THE NORTHWEST CORNER OF LOT 1 OF SAID BOUNDARY LINE
ADJUSTMENT;
THENCE SOUTH 00044'32" EAST, ALONG THE EASTERLY MARGIN OF 76TH
AVENUE WEST, A DISTANCE OF 41.76 FEET TO THE POINT OF BEGINNING;
THENCE NORTH 79011'10" EAST, A DISTANCE OF 112.46 FEET;
THENCE NORTH 86004'59" EAST, A DISTANCE OF 96.22 FEET TO THE BEGINNING
OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 35.00 FEET;
THENCE EASTERLY AND SOUTHEASTERLY ALONG SAID CURVE, THROUGH A
CENTRAL ANGLE OF 30029'22", AN ARC LENGTH OF 18.62 FEET TO A POINT
HEREIN AFTER REFERRED TO AS POINT "A";
THENCE CONTINUING ALONG SAID CURVE, THROUGH CENTRAL ANGLE OF
64°17'27", AN ARC LENGTH OF 39.27 FEET;
THENCE SOUTH 00051'48" WEST, A DISTANCE OF 85.52 FEET TO THE POINT OF
CURVATURE WITH A CURVE TO THE LEFT, HAVING A RADIUS OF 35.00 FEET;
THENCE SOUTHEASTERLY AND EASTERLY ALONG SAID CURVE, THROUGH A
CENTRAL ANGLE OF 90000'00", AN ARC LENGTH OF 54.98 FEET;
THENCE SOUTH 89008'12" EAST, A DISTANCE OF 106.08 FEET TO THE BEGINNING
OF A CURVE TO THE LEFT, HAVING A RADIUS OF 35.00 FEET;
THENCE EASTERLY AND NORTHEASTERLY ALONG SAID CURVE, THROUGH A
CENTRAL ANGLE 72041'03", AN ARC LENGTH OF 44.40 FEET TO A POINT OF
RECEIVED
Edmonds DSD
7-10-18
REVERSE CURVATURE WITH A CURVE TO THE RIGHT, HAVING A RADIUS OF
35.00 FEET;
THENCE NORTHEASTERLY AND EASTERLY ALONG SAID CURVE TO THE RIGHT,
THROUGH A CENTRAL ANGLE OF 56021'16", AN ARC LENGTH OF 34.42 FEET;
THENCE NORTH 74032'01" EAST, A DISTANCE OF 31.06 FEET TO A POINT HEREIN
AFTER REFERRED AS POINT "B" AND ALSO SAID POINT BEING THE BEGINNING
OF A CURVE TO THE LEFT, HAVING A RADIUS OF 58.00 FEET;
THENCE NORTHEASTERLY AND NORTHWESTERLY ALONG SAID CURVE,
THROUGH A CENTRAL ANGLE OF 163040'13", AN ARC LENGTH OF 165.68 FEET;
THENCE NORTH 89008-12" WEST, A DISTANCE OF 139.93 FEET TO THE
BEGINNING OF A CURVE TO THE LEFT, HAVING A RADIUS OF 35.00 FEET;
THENCE WESTERLY AND SOUTHWESTERLY ALONG SAID CURVE TO THE LEFT,
THROUGH A CENTRAL ANGLE OF 53032'43", AN ARC LENGTH OF 32.71 FEET TO
A POINT OF REVERSE CURVATURE WITH A CURVE TO THE RIGHT, HAVING A
RADIUS OF 15.00 FEET;
THENCE SOUTHWESTERLY AND WESTERLY ALONG SAID CURVE, THROUGH A
CENTRAL ANGLE OF 56000'53", AN ARC LENGTH OF 14.66 FEET;
THENCE NORTH 86040'02" WEST, A DISTANCE OF 50.64 FEET TO THE
AFOREMENTIONED POINT "A" AND THE TERMINUS OF THIS CENTERLINE
DESCRIPTION.
AND TOGETHER WITH THAT PORTION LYING EASTERLY OF THE EASTERLY
MARGIN OF THE ABOVE DESCRIBED 20.00 FOOT EASEMENT AND WESTERLY OF
THE FOLLOWING DESCRIBED LINE:
COMMENCING AT THE AFOREMENTIONED POINT "B";
THENCE SOUTH 15027'59" EAST, A DISTANCE OF 10.00 FEET TO THE EASTERLY
MARGIN OF THE ABOVE DESCRIBED 20.00 FOOT EASEMENT AND THE POINT OF
BEGINNING;
THENCE NORTH 74032'01" EAST, A DISTANCE OF 3.55 FEET TO THE BEGINNING
OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 25.00 FEET;
THENCE NORTHEASTERLY AND SOUTHEASTERLY ALONG SAID CURVE,
THROUGH A CENTRAL ANGLE OF 41 °11'28", AN ARC LENGTH OF 17.97 FEET;
THENCE SOUTH 64016'31" EAST, A DISTANCE OF 25.60 FEET TO A POINT ON THE
WESTERLY MARGIN OF STATE HIGHWAY NO. 99;
THENCE NORTH 25043'29" EAST, ALONG SAID WESTERLY MARGIN; A DISTANCE
OF 19.35 FEET TO A POINT OF NON -TANGENCY WITH A CURVE TO THE RIGHT,
HAVING A RADIUS OF 25.00 FEET, FROM WHICH THE CENTER BEARS NORTH
33'42' 11 " EAST;
THENCE NORTHWESTERLY AND NORTHERLY ALONG SAID CURVE, THROUGH A
CENTRAL ANGLE OF 81 °07'08", AN ARC LENGTH OF 35.39 FEET TO A POINT ON
THE EASTERLY MARGIN OF THE ABOVE DESCRIBED 20.00 EASEMENT AND THE
TERMINUS OF THIS DESCRIBED LINE.
--- — POINT
NW CORNER
ILOT 1 PER BLA L---
AFN:_
N86'04'59"E
96.22'
-T-
L=18.62' R=35.00'
A=30'29'22"
L=39.27' R=35.00'-�
N79'11'10"EI A=64'17'27" —
112.46' SO'51'48"W__,,
POB 85.52'
L=54.98' R=35.00'
0=90'00'00"
_ PROPOSED 20' - S89'08'12"E
ACCESS EASEMENT — —
LOT 1 106.08'
N86'40102"W
50.64'
_L=14.66' R=15.00'
=56'00'53" LOT 2
L=32.71' R=35.00'
A=53'32'43" N89'08'12"W /
139.93'
I L=165.68' R=58.00' \
A=163* 40' 13' \ 1
POINT "B"
lo'()��-20.00'"N74'32'01 "E_ —
—r---t-- 31.06' L=35.39' R=25.00'
L=34.42' R=35.00' 0=81'07'08"
A=56'21'16"�
L---- --
L=44.40' RF 35.00'
A=72'41'03"
S15'27'59"E /
10.00'
BASIS OF BEARINGS:
LINE FROM THE WEST 1/4 TO THE
CENTER OF SECTION 29=89'06'48"
AS SEEN ON ROS PER AFN.
200603035006
'--,_ N 25' 43'29 "E
19.35'
S64'16'31"E
25.60'
L=17.97' R=25.00'
A=41' 1 1 '28"
N74'32'01 "E
3.55'
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