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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 tij• .ZN "'•. 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' mm TRACT FOUND g5 REBAR TRACTB TRACT T T BLOCK T 71 45 \ 16 17 18 19 20 I 21 I 22 I I I I I I I 15 46 .:. ''C4 9660mlm- 00'00" E 195.01..... .: SALE:1°=100' 07 LAGER STREET E 260 07 W: 47 14 0 C2q .6 1 2 3 4 ( 5 I 6 U 13 N _:;0 1 5040 of I 4680 sf 4880 at 4680 of 5129 sf I 5358 e/ IIBLOCK 3 / 48 — L — L .: �- — — EXCEPTED TRACT C ^ p �^ 12 ) ,p;° 12.117 sf \ F— BLOCK3 `^ ..c.o 7 8 9 10 11 12 18+\ / 11 5040 of 46B0 of 4680 of 4500 of 4500 sf 4500 J of 5'' Z 26 5 / 10 55 f m LAMeIC STREET . m d m -..N 90 00 00 E 339 35 53 ROW C2C TRACTS G,� N :`N 90'00'00' E 30435 - . `C29i TRACT M_m 3 — r- 051 aw am 9 .. � 1 2 3 4 5 6 5580 sf 5220 sf 5220 sf 5220 f 5400 of 6797 f o56 I— .E'` I BLOCK4 Ol m: i_:::. _ a o':. 57 n:E^o'' EXCEPTED TRACT D 15,131 o N✓1 BLOCK 4 "o o..o,....0 9 .T5320 11 12 13 14 15 0m o 5795 o 5320 sf 5320 sf 5320 0 5320 of 565a sf od o mrt— 6 =i; I o m I z Z 59 < n `?J N 90 00 00 W 376 06 w— U 5 O j ": HOCKSTREET 0 : N 90 00 00 E 411.06 53 ROW 60 m o' % .... . . . .. m A EXCE TIED 4 5 BLOCKS 6 7 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' �F9 v. T \ p s��i:� 00 9° \ C49 13.35' 8.50' 90'0000" N45'00'00"W 12.02' B9 s1 g�O\ F .ps vFW EX del /S `0 AFTED / 'i ' lav 15 / /\1 CJ6 29\9 G C32 d 5 c\ BLOCK EXCYE ,,� r s A . . / SCALE:1"=100' Nq MATCH LINE SEE SHEET 7 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 4 i I z I':: :: 61 26 5 26.5' 1 2 3 4 5 6 7 -_,0 5319 et 4940 of 4940 of 4940 of I 4940 of I 4940 of 4940 of 0 m � 3 f - L - L - L - L L LOOKS V1 U¢ w 62 0 I .'.': o'i:w TRACTEr, 4�41.% EXCEPTED 00 K P n .,.: mac. r r _ m�¢ w'aM 2 r :Coo IBLOCKS Of 63"�J I — — :ii.z 13 I 14 I 15 I 17 I 18 19 U ti 0_ 1 SJ19 of I 4940 of I 4940t 4940 at I 4940 at I 4940 of } N 3 4a K P INT OF BEGINNING N 8T59,34 E 11711 , c`Y :: m53'ROW N 90 00,"00 E 497 43 o 575934 E 153 74 i. N 9 '0000' W 324 ' MACINAC STREET I 269;00 _.. . _ .r ... .: N 90 00"00 E 199.00' HH`. N 90'00 00" E O� 26 5 26 5 pp 'i O 15 m I I .... . 5039 at 4680 at 4680 at 4575 of '-3: 0 0 �n �� MF 3..0: 14 rc3 BLOCK6 m?,N c4.`� m BL0 CK7 0.:3 r0 2 RppCEPTED TRACTF ALTBIERSTREET "qo f5,191 of 10 6. 9 o oc.m O.. E�BLCK7EI13 0 CEPT,o0 BLOCK6 a : O Z'.::.. O:O 3 m ini:i?'(! 5 I 6 I 7 B z:.o 'R = — I 5039 at I 4680 at I 4680 of 4575 al �,,..;; Y.iirr On IvNWi Uiiii:is C(.. W 12 ..,. 6 z 4 --N 90'00'00 199.00 Gory -i c4s" ... " W.. .m cis 4 00 N 90 00 00 W 577 62 4 5 m s. :.:....::::..:: :C11 .... -,N. .:: _.: " W 4 7':. g 6 L / TRACT A I BLOCK 1 I LL 7 Z O m� U0 8 cm TRACT A ms m— �m O o z 9 w SCALE:1"=100' y mm W— W m > 10 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' \ gob 4 ......: ....... / \ I � �I BLOCKS \ 51�at\ a \ 9B BS ::i,:_ii:, / / 20 23 \ F. :::.ii L940 at 49w el I 51 z] of I 5249 al \ B4 ,9 �9SZpEEt q1 \ / ,MPC\NP, 9 i / p \ / 26343 �C45 228.43 :. Ica Ti 17 \ 3996 a4 \ 9p 9piy"R(�` ::. sm 3818 e/ BLOCK c z Be � wp 3653 et J TRACT H \� /13 _..:: m 20,349 at EXCEPTED / Kl /\ \ > Nti 4^° BLOCK] � 0104 io h' \ o.� 2 a� 403 of \ 4 \ y0�: '��0%:.:.:y:.}....... \ .. h�3q /\ g\��B //� % N.90'0000...W. .326. :i ;4ii:iii4i:i5iiiiii?iii......... '3i;:!'il:i:!ibi:'?.:.c?:?i. TRACT) \/ 8:::::::::::::. \y ... / 3STRO'::Pi:77 i::iPii:ic?i:ii_i:::r:.: :i:i::'r::_i'iii?i}iiii:`. iii Ci!:1: i1..'i1.ir:.c.:r..:..._....... WSON STREET : 17 60 _ .. iS'3fi'ii:i:i36'::i: ✓ 2 A 1 5 pN0`'j / � \ / w N e n � Q / EA TRACTL ..3.6 36.00',: SCALE:1"=100' N89'36'47'W 1610.96' r a 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