HomeMy WebLinkAboutHARMONY & SHIELDS REVISED REZONING - 1-06A - REPORTS - LEGAL DESCRIPTIONHAVING A DELTA OF 89056'40" AND A RADIUS OF 15.00 FEET, AN ARC
LENGTH OF 23.55 FEET, THE CHORD OF SAID CURVE BEARING S44058'30"W,
WITH A DISTANCE OF 21.20 FEET, TO THE POINT OF BEGINNING.
CONTAINING A CALCULATED AREA OF 12.58 ACRES.
I, CHAD R. WASHBURN, A LICENSED PROFESSIONAL LAND SURVEYOR IN THE
STATE OF COLORADO, DO HEREBY STATE THAT THE ABOVE LEGAL DESCRIPTION
WAS PREPARED UNDER MY RESPONSIBLE CHARGE AND ON THE BASIS OF MY
KNOWLEDGE, INFORMATION, AND BELIEF, ARE CORRECT.
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CHAD R. WASHBURN, PROFESSI�LAND SURVEYOR
COLORADO PLS NO. 37963
FOR AND ON THE BEHALF OF JR ENGINEERING LLC.
2620 EAST PROSPECT ROAD, SUITE 190
FORT COLLINS, CO 80525
THIS LEGAL DESCRIPTION DOES NOT CONSTITUTE A TITLE SEARCH BYJR ENGINEERING TO DETERMINE OWNERSHIP
OF THIS TRACTOR VERIFYEASEMENTS OF RECORD. JR ENGINEERING AND THE SURVEYOR OF RECORD ASSUMES NO
RESPONSIBILITY FOR OWNERSHIP RIGHTS OR EXISTING EASEMENT RIGHTS AND RECOMMENDS CONSULTATION WITH
AN ATTORNEY.
LEGAL DESCRIPTION
PROPOSED ZONE NC
A PORTION OF THE SOUTHEAST ONE -QUARTER OF SECTION 34, TOWNSHIP 7
NORTH, RANGE 69 WEST OF THE 6TH PM, CITY OF FORT COLLINS, COUNTY OF
LAWMER, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BASIS OF BEARING: THE EAST LINE OF THE SOUTHEAST ONE -QUARTER OF
SECTION 34, BEING MONUMENTED AT THE SOUTHEAST CORNER OF SECTION 34 BY
A 3 114" ALUMINUM CAP WITH ILLEGIBLE MARKINGS IN A MONUMENT BOX AND
AT THE EAST ONE -QUARTER CORNER OF SECTION 34 BY A 3 1/4" ALUMINUM CAP
MARKED "JR ENG 1996 LS 24307", WHICH IS ASSUMED TO BEAR S00000'10"W.
COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 34;
THENCE S89056'50"W, ON THE SOUTH LINE OF SAID SOUTHEAST ONE -QUARTER, A
DISTANCE OF 64.91 FEET;
THENCE N00003'10"W, A DISTANCE OF 59.99 FEET, TO THE NORTHERLY RIGHT OF
WAY OF HARMONY ROAD, AND THE POINT OF BEGINNING;
THENCE S89056'50"W, ON SAID NORTHERLY RIGHT-OF-WAY, A DISTANCE OF 827.82
FEET:
THENCE N00°03-51 "W, A DISTANCE OF 411.37 FEET, TO A POINT OF CURVATURE;
THENCE ON THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, SAID CURVE
HAVING A DELTA OF 46051'02" AND A RADIUS OF 400.00 FEET, AN ARC LENGTH OF
327.08 FEET, THE CHORD OF SAID CURVE BEARING N23°21'47"E, WITH A DISTANCE
OF 318.04 FEET, TO A POINT OF TANGENCY;
THENCE N46047'18"E, A DISTANCE OF 181.85 FEET, TO A POINT TO THE NORTHERLY
RIGHT OF WAY OF WAKEROBIN LANE;
THENCE ON SAID NORTHERLY RIGHT OF WAY THE FOLLOWING FOUR (4) COURSES;
1) THENCE S38000'07"E, A DISTANCE OF 53.84 FEET, TO A POINT OF
CURVATURE;
2) THENCE ON THE ARC OF A TANGENT CURVE TO THE LEFT, SAID CURVE
HAVING A DELTA OF 48059'47" AND A RADIUS OF 573.00 FEET, AN ARC
LENGTH OF 490.00 FEET, THE CHORD OF SAID CURVE BEARING S62030'00"E,
WITH A DISTANCE OF 475.21 FEET, TO A POINT OF NON -TANGENCY;
3) THENCE N84°39'35"E, A DISTANCE OF 116.88 FEET, TO A POINT OF
CURVATURE;
4) THENCE ON THE ARC OF A TANGENT CURVE TO THE LEFT, SAID CURVE
HAVING A DELTA OF 84039'34" AND A RADIUS OF 15.00 FEET, AN ARC
LENGTH OF 22.16 FEET, THE CHORD OF SAID CURVE BEARING N42°19'57"E,
WITH A DISTANCE OF 20.20 FEET, TO A POINT ON THE WESTERLY RIGHT OF
WAY OF SOUTH SHIELDS STREET, AND A POINT OF NON -TANGENCY;
THENCE S00°00'10"W, ON SAID WESTERLY RIGHT-OF-WAY, A DISTANCE OF
576.05 FEET, TO A POINT OF CURVATURE;
THENCE ON THE ARC OF A TANGENT CURVE TO THE RIGHT, SAID CURVE
M
THENCE S00°00'10"W, ON SAID WESTERLY RIGHT OF WAY A DISTANCE OF 702.98 FEET,
TO THE POINT OF BEGINNING.
CONTAINING A CALCULATED AREA OF 15.42 ACRES.
I, CHAD R. WASHBURN, A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE
OF COLORADO, DO HEREBY STATE THAT THE ABOVE LEGAL DESCRIPTION WAS
PREPARED UNDER MY RESPONSIBLE CHARGE AND ON THE BASIS OF MY
KNOWLEDGE, INFORMATION, AND BELIEF, ARE CORRECT.
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CHAD R. WASHBURN:PIMFESSIONAL LAND SURVEYOR
COLORADO PLS NO. 37963
FOR AND ON THE BEHALF OF JR ENGINEERING LLC.
2620 EAST PROSPECT ROAD, SUITE 190
FORT COLLINS, CO 80525
THIS LEGAL DESCRIPTION DOES NOT CONSTITUTE A TITLE SEARCH BYJR ENGINEERING TO DETERMINE_ OWNERSHIP OF
THIS TRACT OR VERIFY EASEMENTS OF RECORD. JR ENGINEERING AND THE SURVEYOR OF RECORD ASSUMES NO
RESPONSIBILITY FOR OWNERSHIP RIGHTS OR EXISTING EASEMENT RIGHTS AND RECOMMENDS CONSULTATION WITH AN
ATTORNEY.
LEGAL DESCRIPTION
PROPOSED ZONE MMN
A PORTION OF THE SOUTHEAST ONE -QUARTER OF SECTION 34, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6th PM, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE
OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BASIS OF BEARING: THE EAST LINE OF THE SOUTHEAST ONE -QUARTER OF SECTION
34, BEING MONUMENTED AT THE SOUTHEAST CORNER OF SECTION 34 BY A 3 1/4"
ALUMINUM CAP WITH ILLEGIBLE MARKINGS IN A MONUMENT BOX AND AT THE
EAST ONE -QUARTER CORNER OF SECTION 34 BY A 3 1/4" ALUMINI.IIVI CAP MARKED "JR
ENG 1996 LS 24307", WHICH IS ASSUMED TO BEAR S00000'10"W.
COMMENCING AT THE SOUTHEAST CORNER OF SAID SOUTHEAST ONE -QUARTER;
THENCE N00°00'10"E, ON THE EAST LINE OF SAID SOUTHEAST ONE -QUARTER, A
DISTANCE OF 1403.66 FEET;
THENCE N90000'00"W, A DISTANCE OF 50.00 FEET, TO THE WESTERLY RIGHT OF WAY
OF SHIELDS STREET, AND THE POINT OF BEGINNING;
THENCE N90000'00"W, A DISTANCE OF 201.91 FEET, TO A POINT OF CURVATURE, -
THENCE ON THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, SAID CURVE
HAVING A DELTA OF 32059'47" AND A RADIUS OF 675.88 FEET, AN ARC LENGTH OF
389.24 FEET, THE CHORD OF SAID CURVE BEARING S29°26'29"W, WITH A DISTANCE OF
383.88 FEET, TO A POINT OF NON -TANGENCY;
THENCE S46°4718"W, A DISTANCE OF 266.20 FEET, TO THE NORTHERLY RIGHT OF WAY
OF WAKEROBIN LANE;
THENCE ON SAID NORTHERLY RIGHT OF WAY THE FOLLOWING TWO (2) COURSES;
1) THENCE N38000'07"W, A DISTANCE OF 45.00 FEET, TO A POINT OF
CURVATURE:
2) THENCE ON THE ARC OF A TANGENT CURVE TO THE LEFT, SAID CURVE
HAVING A DELTA OF 22007'37" AND A RADIUS OF 627.00 FEET, AN ARC LENGTH OF
242.14 FEET, THE CHORD OF SAID CURVE BEARING N49003'57"W, WITH A DISTANCE OF
240.64 FEET, TO A POINT ON THE EASTERLY BOUNDARY OF WESTLAKE P.U.D. SECOND
FILING, AND A POINT OF NON -TANGENCY;
THENCE ON SAID EASTERLY BOUNDARY THE FOLLOWING SIX (6) COURSES:
1) THENCE N13°56'41 "E, A DISTANCE OF 109.74 FEET;
2) THENCE N34040'28"E, A DISTANCE OF 109.36 FEET,-
3) THENCE N00°13'44"W, A DISTANCE OF 65.56 FEET;
4) THENCE N22044'24"W, A DISTANCE OF 144.02 FEET;
5) THENCE NO2-35'59"W, A DISTANCE OF 117.22 FEET;
6) THENCE N04.5121 "E, A DISTANCE OF 211.51 FEET;
THENCE N75026'30"E, A DISTANCE OF 52.30 FEET;
THENCE N43010'20"E, A DISTANCE OF 322.00 FEET;
THENCE N27013'40"E, A DISTANCE OF 134.32 FEET, TO A POINT OF CURVATURE;
THENCE ON THE ARC OF A NON -TANGENT CURVE TO THE LEFT, SAID CURVE HAVING
A DELTA OF 27012'58" AND A RADIUS OF 575.00 FEET, AN ARC LENGTH OF 273.13 FEET,
THE CHORD OF SAID CURVE BEARING S76023'21 "E, WITH A DISTANCE OF 270.57 FEET,
TO A POINT OF TANGENCY;
THENCE S89059'50"E, A DISTANCE OF 153.46 FEET, TO A POINT ON SAID WESTERLY
RIGHT OF WAY: