HomeMy WebLinkAboutFOOTHILLS UNITARIAN CHURCH EXPANSION - FDP210027 - SUBMITTAL DOCUMENTS - ROUND 1 - EASEMENTS
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EXHIBIT “A”
A PORTION OF TRACT A, LEXINGTON GREEN SECOND FILING, LOCATED IN THE
SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH
P.M., COUNTY OF LARIMER, STATE OF COLORADO BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BASIS OF BEARINGS: ASSUMING THE NORTHWEST LINE OF SAID TRACT A TO BEAR
NORTH 66°48'22" EAST, A DISTANCE OF 140.00 FEET WITH ALL BEARINGS CONTAINED
HEREIN RELATIVE THERETO.
COMMENCING AT THE WEST END OF THE NORTHWEST LINE OF SAID TRACT A;
THENCE NORTH 66°48'22" EAST ON THE NORTHWEST LINE OF SAID TRACT A, A DISTANCE
OF 25.73 FEET TO THE POINT OF BEGINNING;
THENCE CONTINUING NORTH 66°48'22" EAST ON THE NORTHWEST LINE OF SAID TRACT
A A DISTANCE OF 24.26 FEET;
THENCE SOUTH 20°52'06” EAST A DISTANCE OF 12.56 FEET TO A POINT OF CURVATURE;
THENCE ON THE ARC OF A TANGENT CURVE TO THE LEFT 18.10 FEET, SAID CURVE
HAVING A RADIUS OF 15.00 FEET, A DELTA OF 69°07'54" AND BEING SUBTENDED BY A
CHORD BEARING SOUTH 55°26’03" EAST A DISTANCE OF 17.02 FEET TO POINT A AND A
POINT OF TANGENCY;
THENCE NORTH 90°00'00" EAST A DISTANCE OF 23.76 FEET TO A POINT OF CURVATURE;
THENCE ON THE ARC OF A TANGENT CURVE TO THE RIGHT 15.76 FEET, SAID CURVE
HAVING A RADIUS OF 10.00 FEET, A DELTA OF 90°18'22" AND BEING SUBTENDED BY A
CHORD BEARING SOUTH 44°50’49" EAST A DISTANCE OF 14.18 FEET TO A POINT OF
TANGENCY;
THENCE SOUTH 00°18'22" WEST A DISTANCE OF 110.40 FEET TO A POINT OF CURVATURE;
THENCE ON THE ARC OF A TANGENT CURVE TO THE RIGHT 15.71 FEET, SAID CURVE
HAVING A RADIUS OF 10.00 FEET, A DELTA OF 90°00'00" AND BEING SUBTENDED BY A
CHORD BEARING SOUTH 45°18’22" WEST A DISTANCE OF 14.14 FEET TO A POINT OF
TANGENCY;
THENCE NORTH 89°41'38" WEST A DISTANCE OF 63.90 FEET TO A POINT OF CURVATURE;
THENCE ON THE ARC OF A TANGENT CURVE TO THE RIGHT 15.71 FEET, SAID CURVE
HAVING A RADIUS OF 10.00 FEET, A DELTA OF 90°00'00" AND BEING SUBTENDED BY A
CHORD BEARING NORTH 44°41’38" WEST A DISTANCE OF 14.14 FEET TO A POINT OF
TANGENCY;
THENCE NORTH 00°18'22" EAST A DISTANCE OF 103.65 FEET TO A POINT OF CURVATURE;
THENCE ON THE ARC OF A TANGENT CURVE TO THE RIGHT 8.76 FEET, SAID CURVE
HAVING A RADIUS OF 8.00 FEET, A DELTA OF 62°43'05" AND BEING SUBTENDED BY A
CHORD BEARING NORTH 31°39’54" EAST A DISTANCE OF 8.33 FEET TO A POINT OF
CURVATURE;
THENCE ON THE ARC OF A REVERSE CURVE TO THE LEFT 17.70 FEET, SAID CURVE
HAVING A RADIUS OF 13.00 FEET, A DELTA OF 77°59'19" AND BEING SUBTENDED BY A
CHORD BEARING NORTH 24°01’47" EAST A DISTANCE OF 16.36 FEET TO A POINT OF
TANGENCY;
EXCEPTING THERE FROM THE FOLLOWING PORTION OF SAID TRACT A, LEXINGTON
GREEN SECOND FILING:
THENCE NORTH 14°57'52" WEST A DISTANCE OF 6.38 FEET TO THE POINT OF
BEGINNING;
COMMENCING AT SAID POINT A;
THENCE SOUTH 00°14'26" EAST A DISTANCE OF 28.89 FEET TO THE POINT OF
BEGINNING;
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THENCE SOUTH 49°04'35” EAST A DISTANCE OF 6.98 FEET TO A POINT OF CURVATURE;
THENCE ON THE ARC OF A TANGENT CURVE TO THE RIGHT 4.31 FEET, SAID CURVE
HAVING A RADIUS OF 5.00 FEET, A DELTA OF 49°22'57" AND BEING SUBTENDED BY A
CHORD BEARING SOUTH 24°23’06" EAST A DISTANCE OF 4.18 FEET TO A POINT OF
TANGENCY;
THENCE SOUTH 00°18'22" WEST A DISTANCE OF 44.40 FEET TO A POINT OF CURVATURE;
THENCE ON THE ARC OF A TANGENT CURVE TO THE RIGHT 45.90 FEET, SAID CURVE
HAVING A RADIUS OF 21.50 FEET, A DELTA OF 122°18'27" AND BEING SUBTENDED BY A
CHORD BEARING SOUTH 61°27’36" WEST A DISTANCE OF 37.66 FEET TO A POINT OF
TANGENCY;
THENCE NORTH 57°23'11" WEST A DISTANCE OF 2.46 FEET TO A POINT OF CURVATURE;
THENCE ON THE ARC OF A TANGENT CURVE TO THE RIGHT 5.03 FEET, SAID CURVE
HAVING A RADIUS OF 5.00 FEET, A DELTA OF 57°41'33" AND BEING SUBTENDED BY A
CHORD BEARING NORTH 28°32’24" WEST A DISTANCE OF 4.82 FEET TO A POINT OF
TANGENCY;
THENCE NORTH 00°18'22" EAST A DISTANCE OF 65.12 FEET TO A POINT OF CURVATURE;
THENCE ON THE ARC OF A TANGENT CURVE TO THE RIGHT 7.83 FEET, SAID CURVE
HAVING A RADIUS OF 5.00 FEET, A DELTA OF 89°41'38" AND BEING SUBTENDED BY A
CHORD BEARING NORTH 45°09’11" EAST A DISTANCE OF 7.05 FEET TO A POINT OF
TANGENCY;
THENCE NORTH 90°00'00" EAST A DISTANCE OF 12.26 FEET TO A POINT OF CURVATURE;
THENCE ON THE ARC OF A TANGENT CURVE TO THE RIGHT 14.29 FEET, SAID CURVE
HAVING A RADIUS OF 20.00 FEET, A DELTA OF 40°55'25" AND BEING SUBTENDED BY A
CHORD BEARING SOUTH 69°32’18" EAST A DISTANCE OF 13.98 FEET TO THE POINT OF
BEGINNING;
SAID PARCEL CONTAINS 8,490 SQUARE FEET OR 0.195 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
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EXHIBIT “B”
A PORTION OF TRACT A, LEXINGTON GREEN SECOND FILING, LOCATED IN THE
SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH
P.M., COUNTY OF LARIMER, STATE OF COLORADO BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BASIS OF BEARINGS: ASSUMING THE NORTH LINE OF SAID TRACT A TO BEAR
NORTH 89°41'38" WEST A DISTANCE OF 330.00 FEET WITH ALL BEARINGS CONTAINED
HEREIN RELATIVE THERETO.
COMMENCING AT THE NORTHEAST CORNER OF SAID TRACT A;
THENCE NORTH 89°41'38" WEST ON THE NORTH LINE OF SAID TRACT A, A DISTANCE OF
18.59 FEET TO THE POINT OF BEGINNING;
THENCE SOUTH 00°18'22" WEST A DISTANCE OF 12.32 FEET;
THENCE SOUTH 13°53'55” EAST A DISTANCE OF 39.77 FEET;
THENCE SOUTH 00°34'55” WEST A DISTANCE OF 51.89 FEET TO A POINT OF CURVATURE;
THENCE ON THE ARC OF A TANGENT CURVE TO THE RIGHT 15.69 FEET, SAID CURVE
HAVING A RADIUS OF 10.00 FEET, A DELTA OF 89°52'57" AND BEING SUBTENDED BY A
CHORD BEARING SOUTH 45°31’23" WEST A DISTANCE OF 14.13 FEET TO A POINT OF
TANGENCY;
THENCE NORTH 89°32'08" WEST A DISTANCE OF 155.64 FEET TO A POINT OF CURVATURE;
THENCE ON THE ARC OF A TANGENT CURVE TO THE RIGHT 5.37 FEET, SAID CURVE
HAVING A RADIUS OF 10.00 FEET, A DELTA OF 30°46'51" AND BEING SUBTENDED BY A
CHORD BEARING NORTH 74°08’42" WEST A DISTANCE OF 5.31 FEET TO A POINT OF
TANGENCY;
THENCE NORTH 58°45'17" WEST A DISTANCE OF 60.23 FEET TO A POINT OF CURVATURE;
THENCE ON THE ARC OF A TANGENT CURVE TO THE RIGHT 9.94 FEET, SAID CURVE
HAVING A RADIUS OF 10.00 FEET, A DELTA OF 56°55'30" AND BEING SUBTENDED BY A
CHORD BEARING NORTH 30°17’32" WEST A DISTANCE OF 9.53 FEET TO A POINT OF
TANGENCY;
THENCE NORTH 01°49’47" WEST A DISTANCE OF 71.74 FEET TO THE NORTH LINE OF SAID
TRACT A;
THENCE SOUTH 89°41'38" EAST ON THE NORTH LINE OF SAID TRACT A, A DISTANCE OF
25.80 FEET;
THENCE SOUTH 01°06'27” EAST A DISTANCE OF 54.35 FEET TO A POINT OF CURVATURE;
THENCE ON THE ARC OF A TANGENT CURVE TO THE LEFT 10.12 FEET, SAID CURVE
HAVING A RADIUS OF 10.00 FEET, A DELTA OF 58°00'28" AND BEING SUBTENDED BY A
CHORD BEARING SOUTH 30°06’41" EAST A DISTANCE OF 9.70 FEET TO A POINT OF
TANGENCY;
THENCE SOUTH 59°06'55" EAST A DISTANCE OF 56.94 FEET TO A POINT OF CURVATURE;
THENCE ON THE ARC OF A TANGENT CURVE TO THE LEFT 5.46 FEET, SAID CURVE
HAVING A RADIUS OF 10.00 FEET, A DELTA OF 31°16'27" AND BEING SUBTENDED BY A
CHORD BEARING SOUTH 74°45’08" EAST A DISTANCE OF 5.39 FEET TO A POINT OF
TANGENCY;
THENCE NORTH 89°36'38” EAST A DISTANCE OF 101.74 FEET TO A POINT OF CURVATURE;
THENCE ON THE ARC OF A TANGENT CURVE TO THE LEFT 29.59 FEET, SAID CURVE
HAVING A RADIUS OF 19.00 FEET, A DELTA OF 89°13'44" AND BEING SUBTENDED BY A
CHORD BEARING NORTH 44°59’46" EAST A DISTANCE OF 26.69 FEET TO A POINT OF
TANGENCY;
THENCE NORTH 00°22'54" EAST A DISTANCE OF 5.57 FEET TO A POINT OF CURVATURE;
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THENCE ON THE ARC OF A TANGENT CURVE TO THE LEFT 26.41 FEET, SAID CURVE
HAVING A RADIUS OF 100.00 FEET, A DELTA OF 15°07'54" AND BEING SUBTENDED BY A
CHORD BEARING NORTH 07°11’03" WEST A DISTANCE OF 26.33 FEET TO A POINT OF
TANGENCY;
THENCE NORTH 14°45'00" WEST A DISTANCE OF 26.58 FEET;
THENCE NORTH 00°18'22" EAST A DISTANCE OF 15.49 FEET TO THE NORTH LINE OF SAID
TRACT A;
THENCE SOUTH 89°41’38" EAST ON THE NORTH LINE OF SAID TRACT A, A DISTANCE OF
24.00 FEET TO THE POINT OF BEGINNING;
SAID PARCEL CONTAINS 9,019 SQUARE FEET OR 0.207 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
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EXHIBIT “C”
A PORTION OF TRACT A, LEXINGTON GREEN SECOND FILING, LOCATED IN THE
SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH
P.M., COUNTY OF LARIMER, STATE OF COLORADO BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BASIS OF BEARINGS: ASSUMING THE SOUTH LINE OF SAID TRACT A TO BEAR
NORTH 89°41'38" WEST A DISTANCE OF 567.43 FEET WITH ALL BEARINGS CONTAINED
HEREIN RELATIVE THERETO.
COMMENCING AT THE SOUTHEAST CORNER OF SAID TRACT A;
THENCE NORTH 89°41'38" WEST ON THE NORTH LINE OF SAID TRACT A, A DISTANCE OF
102.26 FEET TO THE POINT OF BEGINNING;
THENCE CONTINUING NORTH 89°41'38" WEST ON THE SOUTH LINE OF SAID TRACT A, A
DISTANCE OF 288.75 FEET;
THENCE NORTH 00°18'22” EAST A DISTANCE OF 10.16 FEET;
THENCE NORTH 85°09'26” EAST A DISTANCE OF 289.92 FEET;
THENCE SOUTH 00°18’22" WEST A DISTANCE OF 36.17 FEET TO THE POINT OF
BEGINNING;
SAID PARCEL CONTAINS 6,689 SQUARE FEET OR 0.154 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
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EXHIBIT “D”
A PORTION OF TRACT A, LEXINGTON GREEN SECOND FILING, LOCATED IN THE
SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH
P.M., COUNTY OF LARIMER, STATE OF COLORADO BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BASIS OF BEARINGS: ASSUMING THE SOUTH LINE OF SAID TRACT A TO BEAR
NORTH 89°41'38" WEST A DISTANCE OF 567.43 FEET WITH ALL BEARINGS CONTAINED
HEREIN RELATIVE THERETO.
COMMENCING AT THE SOUTHEAST CORNER OF SAID TRACT A;
THENCE NORTH 89°41'38" WEST ON THE NORTH LINE OF SAID TRACT A, A DISTANCE OF
460.06 FEET TO THE POINT OF BEGINNING;
THENCE CONTINUING NORTH 89°41'38" WEST ON THE SOUTH LINE OF SAID TRACT A, A
DISTANCE OF 15.00 FEET;
THENCE NORTH 00°18'22” EAST A DISTANCE OF 20.00 FEET;
THENCE SOUTH 89°41'38” EAST A DISTANCE OF 15.00 FEET;
THENCE SOUTH 00°18’22" WEST A DISTANCE OF 20.00 FEET TO THE POINT OF
BEGINNING;
SAID PARCEL CONTAINS 300 SQUARE FEET OR 0.007 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