HomeMy WebLinkAbout087 - 08/18/2015 - VACATING RIGHT-OF-WAY AS DEDICATED ON THE TIMBERVINE PLAT ORDINANCE NO. 087, 2015
OF THE COUNCIL OF THE CITY OF FORT COLLINS
VACATING RIGHT-OF-WAY AS DEDICATED
ON THE TIMBERVINE PLAT
WHEREAS, the plat of Timbervine included dedication to the public of right-of-way for
Lager Street, Lambic Street, Bock Street, Macinac Street, Saison Street, Stout Street, Dunkel
Street, and Mexico Way; and
WHEREAS, Timbervine Holdings, LLC has requested that the City vacate these right-of-
way; and
WHEREAS, said rights-of-way are 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; and
WHEREAS, the right of the residents of the City of Fort Collins will not be prejudiced or
injured by the vacation of said street right-of-way.
NOW, THEREFORE, BE IT ORDAINED BY THE COUNCIL OF THE CITY OF
FORT COLLINS as follows:
Section 1. That the City Council hereby finds and determines that the street rights-of-
way for Lager Street, Lambic Street, Bock Street, Macinac Street, Saison Street, Stout Street,
Dunkel Street, and Mexico Way, more particularly described on Exhibit "A" attached hereto and
incorporated herein by this reference (the "Specified Streets") are no longer needed for right-of-
way purposes and that it is in the public interest to vacate the same.
Section 2. That the Specified Streets are hereby vacated, abated and abolished,
provided, that:
1) This vacation shall not take effect until this Ordinance is recorded with the
Latimer County Clerk and Recorder.
2) This Ordinance shall be recorded concurrently with the subdivision plat
for the development known as "Timbervine Second Filing".
3) If this Ordinance is not recorded by August 18, 2018, then this Ordinance
shall become null and void and of no force and effect:
Introduced and considered favorably on first reading and ordered published this 21st day
of July, A.D. 2015, and to be presented for final passage on the 18th day of August, A.D. 2015.
{OQp .R. COG
ayor
ATTEST: SEAL i
DL^ /� /�l••COLORt`n0
Chiefeputy City Clerk u
Passed and adopted on final reading this 18th day of August, A.D. 2015.
OF*OR7.00�G
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"'•. SEAL '•
ayor
ATTEST: poi oaP°o
City Clerk
- 2 -
V EXHIBIT A
EXHIBIT A
TIMBERVINE RIGHT OF WAY VACATION DESCRIPTION
A TRACT OF LAND SITUATED IN THE NORTHEAST OF SECTION 7,AND THE NORTHWEST OF SECTION
8,TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, LARIMER COUNTY,
COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
ALL RIGHT OF WAY DEDICATED ON THE PLAT OF TIMBERVINE, RECORDED FEBRUARY 13, 2015 AS
RECEPTION NO. 20150008528, SAID RIGHTS OF WAY BEING KNOWN AS LAGER STREET,STOUT STREET,
LAMBIC STREET, BOCK STREET, MACINAC STREET, DUNKEL STREET, SAISON STREET, AND MEXICO WAY,
AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF TIMBERVINE;THENCE S 00°24'08" W ALONG THE WEST
LINE OF TIMBERVINE, A DISTANCE OF 894.13' (PLATTED AS 893.91' AND CORRECTED BY AFFIDAVIT OF
CORRECTION RECORDED AS RECEPTION NO. 20150032732 TO 894.13')TO THE SOUTHWEST CORNER OF
TRACT B,TIMBERVINE, SAID POINT BEING THE POINT OF BEGINNING;
THENCE S 87059'34" E A DISTANCE OF 117.11'TO THE BEGINNING OF A TANGENT CURVE TO THE LEFT,
THENCE 14.45'ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 9.00', A CENTRAL ANGLE OF
92°00'26",AND BEING SUBTENDED BY A CHORD WHICH BEARS N 46°00'13" E,A CHORD LENGTH OF
12.95';
THENCE N 00000'00" W A DISTANCE OF 647.18'TO THE BEGINNING OF A TANGENT CURVE TO THE LEFT;
THENCE 48.70'ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 199.00', A CENTRAL ANGLE OF
14-01-17",AND BEING SUBTENDED BY A CHORD WHICH BEARS N 07-00-39" W, A CHORD LENGTH OF
48.58'TO THE BEGINNING OF A REVERSE CURVE TO THE RIGHT;
THENCE 143.19' ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 69.50', A CENTRAL ANGLE OF
118-02-35", AND BEING SUBTENDED BY A CHORD WHICH BEARS N 45-00-00" E,A CHORD LENGTH OF
119.17'TO THE BEGINNING OF A REVERSE CURVE TO THE LEFT;
THENCE 48.70'ALONG SAID CURVE HAVING A RADIUS OF 199.00',A CENTRAL ANGLE OF 14-01-17", AND
BEING SUBTENDED BY A CHORD WHICH BEARS S 82-59-21" E, A CHORD LENGTH;OF 48.58';
THENCE N 90000'00" E A DISTANCE OF 195.01'TO THE BEGINNING OF A TANGENT CURVE TO THE RIGHT;
THENCE 186.73' ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 191.50', A CENTRAL ANGLE OF
55"52-03",AND BEING SUBTENDED BY A CHORD WHICH BEARS S 62-03-59" E, A CHORD LENGTH OF
179.42';
THENCE S 34007'57" E A DISTANCE OF 895.67'TO THE BEGINNING OF A TANGENT CURVE TO THE LEFT;
THENCE 48.70'ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 199.00', A CENTRAL ANGLE OF
14-01'17", AND BEING SUBTENDED BY A CHORD WHICH BEARS S 41-08'36" E,A CHORD LENGTH OF
48.58'TO THE BEGINNING OF A REVERSE CURVE TO THE RIGHT;
THENCE 148.67' ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 69.50', A CENTRAL ANGLE OF
122°33'42", AND BEING SUBTENDED BY A CHORD WHICH BEARS S 13°07'36" W, A CHORD LENGTH OF
121.90'TO THE BEGINNING OF A REVERSE CURVE TO THE LEFT;
THENCE 48.70'ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 199.00',A CENTRAL ANGLE OF
14-01-17",AND BEING SUBTENDED BY A CHORD WHICH BEARS S 67°23'48" W, A CHORD LENGTH OF
48.58';
THENCE S 60"23'10" W A DISTANCE OF 57.39'TO THE BEGINNING OF A TANGENT CURVE TO THE RIGHT;
THENCE 217.07' ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 476.50% A CENTRAL ANGLE OF
26-06-05",AND BEING SUBTENDED BY A CHORD WHICH BEARS S 73°26'12" W,A CHORD LENGTH OF
215.20'TO THE BEGINNING OF A REVERSE CURVE TO THE LEFT,
Page i of 7 Exhibit A
THENCE 17.36'ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 11.50', A CENTRAL ANGLE OF
86"29-14",AND BEING SUBTENDED BY A CHORD WHICH BEARS S 43-14-37" W, A CHORD LENGTH OF
15.76%
THENCE S 00°00'00" E A DISTANCE OF 230.29'TO THE SOUTH LINE OF TIMBERVINE;
THENCE N 89'36'47"W, ALONG THE SOUTH LINE OF TIMBERVINE, A DISTANCE OF 72.00';
THENCE N 00°00'00"W A DISTANCE OF 228.89'TO THE BEGINNING OF A TANGENT CURVE TO THE LEFT;
THENCE 18.06'ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 11.50', A CENTRAL ANGLE OF
90-00-00",AND BEING SUBTENDED BY A CHORD WHICH BEARS N 45°00'00"W, A CHORD LENGTH OF
16.26';
THENCE S 90°00'00" W A DISTANCE OF 465.07' (PLATTED AS 470.07, AND CORRECTED BY AFFIDAVIT OF
CORRECTION RECORDED AS RECEPTION NO.20150030549 TO 465.07')TO THE BEGINNING OF A
TANGENT CURVE TO THE LEFT;
THENCE 48.70'ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 199.00',A CENTRAL ANGLE OF
14-01-17",AND BEING SUBTENDED BY A CHORD WHICH BEARS S 82'59'21"W,A CHORD LENGTH OF
48.58'TO THE BEGINNING OF A REVERSE CURVE TO THE RIGHT;
THENCE 143.19'ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 69.50', A CENTRAL ANGLE OF
118"02'35",AND BEING SUBTENDED BY A CHORD WHICH BEARS N 45°00'00"W,A CHORD LENGTH OF
119.17'TO THE BEGINNING OF A REVERSE CURVE TO THE LEFT;
THENCE 48.70'ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 199.00', A CENTRAL ANGLE OF
14"01'17", AND BEING SUBTENDED BY A CHORD WHICH BEARS N 07°00'39" E, A CHORD LENGTH OF
48.58';
THENCE N 00'00'00" W A DISTANCE OF 118.67'TO THE BEGINNING OF A TANGENT CURVE TO THE LEFT;
THENCE 13.82' ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 9.00',A CENTRAL ANGLE OF
87"59'34",AND BEING SUBTENDED BY A CHORD WHICH BEARS N 43°59'47" W, A CHORD LENGTH OF'
12.50%
THENCE N 87"59'34" W A DISTANCE OF 118.12'TO THE WEST LINE OF TIMBERVINE;
THENCE N 00°24'08" E ALONG THE WEST LINE OF TIMBERVINE A DISTANCE OF 53.02,TO THE POINT OF
BEGINNING.
EXCEPTING THEREFROM:
LOTS 1-14, BLOCK 3,
LOTS 1-18, BLOCK 4,
LOTS 1-26, BLOCK 5,
LOTS 1-8, BLOCK 6,
LOTS 1-24, BLOCK 7,
TRACTS C, D, E, F, G, H, AND I,
TIMBERVINE,ACCORDING TO THE PLAT RECORDED FEBRUARY 13, 2015 AS RECEPTION NO.
20150008528,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO.
Page 2 of 7 Exhibit A
THE ABOVE DESCRIBED RIGHT OF WAY VACATION CONTAINS AN AREA OF 324,485 SQUARE FEET, 7.449
ACRES, MORE OR LESS.
BASIS OF BEARINGS:ASSUMED NORTH 00°24'08" EAST ALONG THE WEST LINE OF TRACT B,
TIMBERVINE, SAID LINE BEING MONUMENTED AT THE NORTHWEST CORNER BY A#5 REBAR AND BEING
MONUMENTED BY A#5 REBAR WITH A RED PLASTIC CAP, L.S. 31159 LOCATED AT THE SOUTHWEST
CORNER OF SAID TRACT B. tti 9'P"lO u'ICE S
F ..
P, 59
LAINE A. LANDAU
COLORADO PROFESSIONAL LA '.I;VEYOR.311
FOR AND ON BEHALF OF WILLIA Sett IATES, INC.
508 W. 66T"STREET
LOVELAND, CO 80538
Page 3 of 7 Exhibit A
EXHIBITA PAGE40F7
OWNER:
BURLINGTON NORTHERN RAILROAD OWNER:
BOOK 506, PAGE 199 m BURLINGTON NORTHERN RAILROAD
zo BOOK 506, PAGE 199
ww S89'28'06"E 710.27'
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MATCH LINE SEE SHEET 6
WILLIAM H. SMITH `
&ASSOCIATES INC. LOCATION: EXHIBIT
' SURVEYING CONSULTANTS TIMBERVINE, PAGE40F?
598 W.66TH 5T FrvorvE:9]o 663-4474 LOCATED IN THE N /
E 1 4 OF SECTION 7&N W 1/4 OF SECTION 8,
*_ LOVEIAND,CO 80538 FA%:9I0663-444
w.wn.mrtnpc.com TOWNSHIP 7 NORTH,RANGE 68 WEST OF THE 6TH P.M.
DRAWN BY:LAL I CHECKED BY: LAL CITY OF FORT COLLINS,COUNTY OF LARIMER, RIGHT OF WAY VACATION EXHIBIT
PROJECT NO: J08 N 0:2014019.003 STATE OF COLORADO
REVISIONS: - SCALE:1"=100'
DATE:6/11/201S
\\Caine-pc\zMATA@014019-Galloway\003-Timbervine\ROW Vacation.dwq
EXHIBITA PAGE 5 OF 7
CURVE ARC RADIUS DELTA CHORD BEARING CHORD
Cl 14.45' 9,00, 92,00,261, N46'00'13"E 12.95'
C2 48.70' 199.00' 14'01'17' N07'00'39"W 48,58'
C3 143.19' 69.50' 118°02'35" N 45'00'00"E 119.1J'
_ C4 4870' 19900' 14°01'17' S82°59'21"E 49.58'
C5 186.73' 191.50, 55°52'03" S62'03'59"E 179.42'
C6 48.70' 199,00, 14'01'17' S41'08'36"E 49,58'
C7 148.67' 69.50' 122'33'42" 513'07'36"W 121.9T
C8 48.70' 199,00' 14'01'17' S 67'23'48"W 48.58'
S33'52'56"E 09 17,36' 11.50' 8629'14" 543'14'37'W 15.76'
8.01' CIO 18.06' 11.50' 90,00,001, N 45°00'00"W 16,26'
TRACT S51'30'16"E CIL 48.70' 199.00' 14'01'17' S82'59'21"W 48.S8'
35.51' C12 143.19' 69.50' 118'02'35" N 45'00'00"W 119,17;
C13 49.70' 199.00' 14'01'17" N 07'00'39"E 48.58'
/ \ L=139.59' C14 13.82' 9.00' 87'59'34" N43'59'4T'W 12,50'
R=159.88, CIS 54.98' 35.00' 90,00,001, N45'00'00"E 49.50'
22/ \ A=42'07'11' C16 160,89' 165AO' 55'52'03" S 62'03'59"E 154.59'
CH=S 30.26'40" E -Cl-7 5-77 35.00' 94°31'07' S 13°07'36"W 51.41'
/ \ 136.47 C18 232.59' 450.00' 29'36'50" S75.11'35"W 230,01'
C19 54.98' 35,00' 90'00'00" N 45'00'00"W 49.50'
1� \ C20 70,91' 165.00' 24°37'29" N 77'41'15"E 70.37'
/l C21 159.93' 300.00' 30'32'41" N 74'43'39"E 1S8.05'
/ C22 214.00' 480.00' 25'32'41" N 77-13'39"E 212.24'
�sp C23 13.35' 9.50' 90*00,001, N 45'00'00"E 12.02'
C24 135.05' 138.50' 55°52'03" S62'03'59"E 129.76'
67.02'2 C25 14.76' 8,50' 99*30'28" S 15'37'17"W 12.98'\ 67.0
C26 59.53' 138.50' 24°37'29" S]]'41'15"W 59.07'
�y /\ C27 13.35' 8.50' 90°00'00" N45'00'00"W 12,02'
/ C28 13.35' 8.50' 90*00'00" N 45.00'00"E 12.02'
/ \ C29 82.30' 191,50' 24'37'29" N77'41'15"E 81,67'
..,. >. )g:.,,. 1f C30 11.94' 8.50' 80'29'32" S74°22'43"E 10,98,
C31 13.88' 8.50' 93'35'16" 512'39'41"W 12.39'
C32 145.81' 273.50' 30'32'41" S 74*43*39"W 144.08'
C33 13.35' 8,50' 90°00,00" N45'DO'00"W 12.02'
pJ:._::.':.:'.
w NN s1 (c 2s' ? / C34 13.35' 8.50' 90'00'DO" N 45'00'00"E 12.02'
C35 174.06' 326.50' 30'32'41" N 74'43'39"E 172.01'
9 O ..:..."' / C36 12,82' 8.50' 86'24'44" 577'20'19"E 11,64'
s ._:F'r'i:
BLOCK3 C3] 14.63' 8.50 98°35'16" S15'09'41"W 12.89'
w E6XCEP9 5NE`\680 / / /\ Coo 1335 8.5050 90.wlw" 5450000
N , W 200.52'
Z 1 223 - U .. / C39 130351 9.50' 90'00 00' N 45'00 00"W 12.02'
J tP "E 1202'
E 12.02'
V"3\ FFc9�\8 : �s C42 13.35' 8.50' 90.0000" S45'0000'W 12.02'
C30 �! / C43 13.35' 8.50, 90000 001, N 45'00 00"W 12.02,
C44 13,35' 8.50' 90*00001, N45'0000"E 12.02'
65 ::.... �Q,QG C45 225.82' 506.50' 25'32'41" N77'13'39"E 223.95'
...(..:E. / C46 12.08' 8,50' 81'24'44" S 74'50'19"E 11.09'
6 K e1 ._ C47 14.02' 8.50' 94'31'07' S 13'07'36"W 12.49'
9a Oj_.;'.�6' d".. S / C48 218.89' 423.50' 29'36'50" S 75'11'35"W 216.46'
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WILLIAM H. SMITH
&ASSOCIATES INC. LOCATION: EXHIBIT A
SURVEYING CONSULTANTS PAGE 5 OF 7
"a 508 W.66TH ST PHONE:970v6634474 TMBERV NE,
LOVEIAND,CO 80538 FAX 970663-4474 LOCATED IN THE NE 114 OF SECTION 7&NW 1/4 OF SECTION 8,
-r-T"'" www.whsmrcha.wm TOWNSHIP 7 NORTH,RANGE 68 WEST OF THE 6TH P.M.
DRAWN BY:JAL CHECKED BY: LAL CITY OF FORT COLLINS,COUNTY OF LARIMER, RIGHT OF WAY VACATION EXHIBIT
TO NO: BN O01:24019.003 STATE OF COLORADO
REVISIONS: SCALE:1"=100'
DATE:6/11/2015
\\Lain-pc1z DATAV O14019-Galloway=3-TimbemnelROW Vacation,owg
EXHIBITA PAGE60F7
MATCH LINE SEE SHEET
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ENVELOPE D ENVELOPE D
INDUSTRIAL INDUSTRIAL
BUSINESS PARK BUSINESS PARK LOT 1
INTERNATIONAL MTERNATIONAL AMENDED PLAT OF LOTS 5-9, INDUSTRIAL
11 P.U.D. P.U.D. I BUSINESS PARK INTERNATIONAL P.U.D.
WILLIAM H. SMITH
&ASSOCIATES INC. LOCATION: EXHIBIT A
SURVEYING CONSULTANTS TIMBERVINE, PAGE 6 OF 7
SO8 W.66TH ST PHONE:970563L4474 LOCATED IN THE NE 1 4 OF SECTION 7&NW 1/4 OF SECTION 8,
LOVEAND,C080538 FAX 9706634474 /
w.wnsmimpccom TOWNSHIP 7 NORTH,RANGE 68 WEST OFTHE 6TH P.M.
DRAWN BY:LAL I CHECKED BY: LAL CITY OF FORT COLLINS,COUNTY OF LARIMER, RIGHT OF WAY VACATION EXHIBIT
PROJECT NO: JOB NO:2014019.003 STATE OF COLORADO
REVISIONS: SCALE:1"=300'
DATE:6/11/2015
\\Laine-pc\z\DATA\2014019-Galloway\003-TimbervinelROW Vacation.Ow9
EXHIBITA PAGE 7 OF 7
MATCH LINE SEE SHEET 5
B
54.o of I 1 BLOCK S \ / RAC at
EXCEPTED / \ T. o'
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iS'3fi'ii:i:i36'::i: ✓ 2 A 1 5 pN0`'j / � \ /
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LOT 2 3: LOT 3 I LOT 4
AMENDED PLAT OF LOTS 5-9,INDUSTRIAL
^w
E
WILLIAM H. SMITH
EXHIBIT A
&ASSOCIATES INC. LOCATION:
SURVEYING CONSULTANTS TIMRERVINE, PAGE 7 OF 7
50e W.66TH6T PHONE:970A 34474 LOCATED IN THE NE14OF SECTION]&NW 1/4OF SECTION 8,
; IOVElANO,C060538 WhsmiU iA3'990663-44]4 /
Pc.com TOWNSHIP 7 NORTH,RANGE 68 WEST OFTHE 6TH P.M.
DRAWN BY:LAL CHECKED fiV:2O1lAL CITY OF FORT COLLINS,COUNTY OF tARIMER, RIGHT OF WAY VACATION EXHIBIT
PROJECT NO: JOB N0: 4019.003 STATE OF COLORADO
REVISIONS: SCALE:1 =100'
DATE:6/11/2015
\LLaine-p6z\DATA\2014019-Galloway\003-Tlmbervine\RO W VacationAwg