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EXHIBIT A
AN EASEMENT, 24 FEET IN WIDTH FOR THE PURPOSE OF ACCESS, DRAINAGE
AND UTILITIES, LOCATED IN LOT 2, CENTERPOINT PLAZA, CITY OF FORT
COLLINS, LARIMER COUNTY, STATE OF COLORADO, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BASIS OF BEARINGS: ASSUMING THE WEST LINE OF SAID LOT 2, AS
MONUMENTED BY 5/8 INCH REBAR WITH A 1-1/4 INCH BLUE PLASTIC CAP
STAMPED PLS 37054 AT THE SOUTHWEST CORNER OF SAID LOT 2 AND NAIL
AND 1 INCH BRASS DISK STAMPED PLS 37054 AT THE NORTHWEST CORNER
OF SAID LOT 2 TO BEAR NORTH 00°13'46" WEST, A DISTANCE OF 309.81 FEET
WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO.
COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 2;
THENCE SOUTH 89°46’14” WEST ALONG THE SOUTH LINE OF SAID LOT 2 A
DISTANCE OF 50.00 FEET TO THE EAST LINE OF AN EASEMENT RECORDED AT
LARIMER COUNTY CLERK AND RECORDER’S OFFICE UNDER RECEPTION NO.
20030075432;
THENCE NORTH 00°13'46" WEST ALONG SAID EAST LINE A DISTANCE OF 67.66
FEET TO THE POINT OF BEGINNING;
THENCE CONTINUING ALONG SAID EAST LINE NORTH 00°13'46" WEST A
DISTANCE OF 29.91 FEET TO A POINT OF CURVATURE;
THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE LEFT 17.68
FEET, SAID CURVE HAVING A RADIUS OF 30.00 FEET, A DELTA OF 33°46’10"
AND BEING SUBTENDED BY A CHORD BEARING SOUTH 55°46'20" EAST A
DISTANCE OF 17.43 FEET TO A POINT OF TANGENCY;
THENCE SOUTH 72°36'04" EAST A DISTANCE OF 15.47 FEET TO A POINT OF
CURVATURE;
THENCE ALONG THE ARC OF A TANGENT CURVE TO THE LEFT 16.66 FEET,
SAID CURVE HAVING A RADIUS OF 54.00 FEET, A DELTA OF 17°40'22" AND
BEING SUBTENDED BY A CHORD BEARING SOUTH 81°26'15" EAST A DISTANCE
OF 16.59 FEET TO A POINT OF TANGENCY;
THENCE NORTH 89°43'34" EAST A DISTANCE OF 90.38 FEET TO A POINT OF
CURVATURE;
THENCE ALONG THE ARC OF A TANGENT CURVE TO THE LEFT 62.80 FEET,
SAID CURVE HAVING A RADIUS OF 40.00 FEET, A DELTA OF 89°57'19" AND
BEING SUBTENDED BY A CHORD BEARING NORTH 44°44'54" EAST A DISTANCE
OF 56.55 FEET TO A POINT OF TANGENCY;
THENCE NORTH 00°13'46" WEST A DISTANCE OF 103.81 FEET TO A POINT OF
CURVATURE;
THENCE ALONG SAID SOUTH RIGHT-OF-WAY LINE AND THE ARC OF A
TANGENT CURVE TO THE RIGHT 20.79 FEET, SAID CURVE HAVING A RADIUS
OF 54.00 FEET, A DELTA OF 22°03'22" AND BEING SUBTENDED BY A CHORD
BEARING NORTH 10°47'55" EAST A DISTANCE OF 20.66 FEET TO A POINT OF
TANGENCY;
THENCE NORTH 21°49'36" EAST A DISTANCE OF 23.23 FEET TO THE SOUTH
RIGHT-OF-WAY LINE OF MIDPOINT DRIVE AND A POINT OF CURVATURE;
THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE RIGHT 24.00
FEET, SAID CURVE HAVING A RADIUS OF 673.87 FEET, A DELTA OF 02°02'27"
AND BEING SUBTENDED BY A CHORD BEARING SOUTH 68°28'44" EAST A
DISTANCE OF 24.00 FEET TO A POINT OF NON-TANGENCY;
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THENCE SOUTH 21°49'36" WEST A DISTANCE OF 23.36 FEET TO A POINT OF
CURVATURE;
THENCE ALONG THE ARC OF A TANGENT CURVE TO THE LEFT 11.55 FEET,
SAID CURVE HAVING A RADIUS OF 30.00 FEET, A DELTA OF 22°03'22" AND
BEING SUBTENDED BY A CHORD BEARING SOUTH 10°47'55" WEST A
DISTANCE OF 11.48 FEET TO A POINT OF TANGENCY;
THENCE SOUTH 00°13'46" EAST A DISTANCE OF 103.81 FEET TO A POINT OF
CURVATURE;
THENCE ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT 100.48 FEET,
SAID CURVE HAVING A RADIUS OF 64.00 FEET, A DELTA OF 89°57'19" AND
BEING SUBTENDED BY A CHORD BEARING SOUTH 44°44'54" WEST A
DISTANCE OF 90.47 FEET TO A POINT OF TANGENCY;
THENCE SOUTH 89°43'34" WEST A DISTANCE OF 90.38 FEET TO A POINT OF
CURVATURE;
THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE RIGHT 24.06
FEET, SAID CURVE HAVING A RADIUS OF 78.00 FEET, A DELTA OF 17°40'22"
AND BEING SUBTENDED BY A CHORD BEARING NORTH 81°26'15" WEST A
DISTANCE OF 23.96 FEET TO A POINT OF TANGENCY;
THENCE NORTH 72°36'04" WEST A DISTANCE OF 15.47 FEET TO A POINT OF
CURVATURE;
THENCE ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT 7.66 FEET,
SAID CURVE HAVING A RADIUS OF 54.00 FEET, A DELTA OF 08°07'26" AND
BEING SUBTENDED BY A CHORD BEARING NORTH 68°34'51" WEST A
DISTANCE OF 7.65 FEET TO THE POINT OF BEGINNING.
SAID PARCEL CONTAINS 8,720 SQUARE FEET OR 0.200 ACRES, MORE OR
LESS.
SURVEYOR’S STATEMENT
I, AARON ALVIN DEMO, A PROFESSIONAL LAND SURVEYOR IN THE STATE OF
COLORADO DO HEREBY STATE THAT THIS EASEMENT DESCRIPTION WAS
PREPARED UNDER MY PERSONAL SUPERVISION AND CHECKING, AND THAT
IT IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE, INFORMATION,
BELIEF, AND IN MY PROFESSIONAL OPINION, AND THAT IT IS NOT A
MONUMENTED LAND SURVEY.
_________________________________________________________
AARON ALVIN DEMO, PROFESSIONAL LAND SURVEYOR
COLORADO PLS NO. 38285
FOR AND ON BEHALF OF BASELINE ENGINEERING CORP.
BASELINE ENGINEERING CORP.
4007 SOUTH LINCOLN AVE, SUITE 405
LOVELAND, COLORADO 80537
(970) 353-7600