HomeMy WebLinkAbout028 - 03/15/2011 - VACATING RIGHT-OF-WAY AS DEDICATED ON THE PLAT OF THE GRIFFIN PLAZA SUBDIVISION ORDINANCE NO. 028, 2011
' OF THE COUNCIL OF THE CITY OF FORT COLLINS
VACATING RIGHT-OF-WAY AS DEDICATED
ON THE PLAT OF THE GRIFFIN PLAZA SUBDIVISION
WHEREAS,the plat of Griffin Plaza Subdivision included dedication to the public of right-
of-way for Tamasag Drive; and
WHEREAS, SeaSpan LLC has requested that the City vacate this right-of-way; and
WHEREAS, said portion of right-of-way is no longer necessary or desirable to retain for
street purposes; and
WHEREAS,pertinent City agencies and private utility companies have been contacted and
reported no objection to the proposed vacation,provided that an access,emergency access,drainage,
and utility easement be reserved unto the City; and
WHEREAS, the right of the residents of the City will not be prejudiced or injured by the
vacation of said street right-of-way; and
WHEREAS, the City shall have no duty to maintain the existing or any future driveway
located on the vacated parcel.
NOW, THEREFORE, BE IT ORDAINED BY THE COUNCIL OF THE CITY OF FORT
COLLINS that Tamasag Drive street right-of-way, more particularly described on Exhibit "A"
attached hereto and incorporated herein by this reference, is hereby vacated, abated and abolished,
reserving the same unto the City as an access, emergency access, drainage, and utility easement.
Introduced, considered favorably on first reading, and ordered published this 1 st day of
March, A.D. 2011, and to be presented for final passage on the 15th da of March, A.D. 2011.
Mayor I
ATTEST:..
"City Clerk
Passed and adopted on final reading on the 15th day of March A.D. 2011.
Mayo
ATTEST:.--
City.Clerk
PROPERTY DESCRIPTION
Right of Way Vacation
Tamasag Drive
A tract of land known as Tamasag Drive,dedicated as Public Right of Way by the Griffin
Plaza Subdivision Plat,Recorded August 10, 1977 as Reception No.207302 of the
Records of Larimer County,located in the Northeast Quarter of Section Twenty-three
(23),Township Seven North(T.7N.),Range Sixty-nine West(R.69W.)of the 6th P.M.,
City of Fort Collins,County of Larimer,State of Colorado,and more particularly
described as follows:
COMMENCING at the Northwest comer of Lot 2 of said Griffin Plaza Subdivision and
assuming the North line of said Griffin Plaza Subdivision as bearing South 90°00'00"
East a distance of 479.50 feet with all bearing contained herein relative thereto;
THENCE South 90°00'00"East along the North line of said Griffin Plaza Subdivision,
said line being parallel with and 30.00 feet Southerly of the North line of said Section 23,
a distance of 226.40 feet to the Northeast comer of Lot I of said Griffin Plaza
Subdivision and to the POINT OF BEGINNING;
THENCE South 90°00'00"East a distance of 80.00 feet;
THENCE South 00°00'00"West a distance of 106.81 feet to a Point of Curvature(PC);
THENCE along the arc of a curve concave to the Northeast a distance of 20.77 feet,said
curve has a Radius of 15.00 feet,a Delta of 79°19'17"and is subtended by a Chord
bearing South 39°39'38"East a distance of 19.15 feet to a Point of Reverse Curvature
(PRC);
THENCE along the arc of a curve concave to the Southwest a distance of 124.60 feet,
said curve has a Radius of 90.00 feet,a Delta of 79°19'17"and is subtended by a Chord
bearing South 39'39'38"East a distance of 114.88 feet to a Point of Tangency(PT);
THENCE South 00°00'00"West a distance of 210.00 feet to a PC;
THENCE along the arc of a curve concave to the Northwest a distance of 141.37 feet,
said curve has a Radius of 90.00 feet,a Delta of 90°00'00"and is subtended by a Chord
bearing South 45°00'00"West a distance of 127.28 feet to a PT;
THENCE North 90000'00"West a distance of 75.00 feet to a PC;
THENCE along the arc of a curve concave to the Northeast a distance of 141.37 feet,said
curve has a Radius of 90.00 feet,a Delta of 90°00'00"and is subtended by a Chord
bearing North 45°00'00"West a distance of 127.28 feet to a PT;
THENCE North 00000'00"East a distance of 210.00 feet to a PC;
THENCE along the arc of a curve concave to the Southeast a distance of 128.00 feet,said
curve has a Radius of 90.00 feet,a Delta of 81°29'13"and is subtended by a Chord
bearing North 40°44'37"East a distance of 117.48 feet to a PRC;
THENCE along the arc of a curve concave to the Northwest a distance of 21.33 feet,said
curve has a Radius of 15.00 feet,a Delta of 81°29'13"and is subtended by a Chord
bearing North 40°44'37"East a distance of 19.58 feet to a PT;
THENCE North 00000'00"East a distance of 106.15 feet to the POINT OF
BEGINNING;
EXCEPTING THEREFROM and not inclusive in the aforesaid vacation description,
all that portion of said Griffin Plaza Subdivision platted as Lot 11.
rP00 RECI
a.•�cNA TF.
34995
Si0 AL A S�
P:120072&31D&SC&CLOSURES\TAMASAO DRIVE R.O.W.VACATION.doc Pagclof3 1
Said described vacated Right of Way contains a total of 66,491 sq.ft or 1.526 acres,more
or less and is subject to any existing easements and rights of way of record or as now
existing on said described parcel of land.
SURVEYOR'S CERTIFICATE
I,Steven A.Lund,a Colorado Registered Professional Land Surveyor do hereby state
that this Property Description was prepared under my personal supervision and checking,
and that it is true and correct to the best of my knowledge and belief.
ap0 REG,
3499955
L LA
Steven A.Lund—on behalf of King Surveyors, Inc.
Colorado Registered Professional
Land Surveyor#34995
KING SURVEYORS, INC.
650 Garden Drive
Windsor.Colorado 80550
(970)686-5011
P:\2007283\DFSC&CLO.SURLS\TAMA$AG DRIVE R.O.W.VACATION.doc Page 2 of3
RIGHT OF WAY VACATION EXHIBIT GRIFFIN PLAZA SUBDIVISION
TAMASAG DRIVE
Sht. 3 of 3
PROSP_ECTSTREET (NORTH LINE OF OF NE1/4 OJ SECTION 23)
S90'00'00"E 479.50' (Basis of Bearings) 30'
S90"00'00"E 226.40' Lt ''�
POINT OF
COMMENCEMENT POINT OF
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Steven A. Lun alf of King Surveyors, Inc. NOTE: This exhibit drawing is not
Colorado Registered Professional intended to be a monumented land
Land Surveyor #34995 survey. It's sole purpose is as a
graphic representation to aid in the
visualization of the written property
CURVE TABLE description which it accompanies. The
written property description supersedes
CURVE LENGTH RADIUS DELTAR42.43'
CH BEARING the exhibit drawing.
CI 20.77' 15.00' 79'19'17" S39'39'38"E
C2 124.60' 90.00' 79'19'17" N39'39'38"W LINE TABLE
C3 141.37' 90.00' 90'00'00" ' N45'00'00"E
C4 141.37' 90.00' 90'00'00" ' S45'00'00'E LINE BEARING LENGTH
C5 128.00' 90.00' 81'29'13" S40'44'37"W L1 N9o'00'00"E 80.00,
C6 21.33' 15.00' 81'29'13" N40'44'37"E L2 S00100'00"E 106.81'
C7 47.12' 30.00' 90'00'00" N45'00'00"W L3 N90'00'00"W 75.00'
C8 47.12' 30.00' 90'00'00" N45'00'00"E L4 SCO'00'00"E 106.15'
C9 47.12' 30.00' 90'00'00" 42.43' S45'00'00"E LS N90'00'00"W 75.00'
CIO 47.12' 30.00' 90'00'00" 42.43' S45'00'00"W L6 N90'00'00"W 75.00'
PROJKING SURVEYORS INC. DATE: 11 N4/07 za3
� DATE: 11/14/07 REV. 1/4/11
650 Garden Drive I Windsor,Colorado 80550 CLIENT:INTERWEST
phone:(970)686-5011 1 fax:(970)686-5821 DWG•2007283EXH
w .kingsurveyors.com DRAWN:CSK CHECKED:SAL