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<br /> DEDICATION 1
<br /> CENTENNIAL VALLEY KNOW ALL MEN BY THESE PRESENTS , THAT THE UNDERSIGNED BEING THE OWNER OF A PARCEL OF
<br /> LAND IN THE SOUTH ONE-HALF OF SECTION 18, TOWNSHIP 1 SOUTH, RANGE 69 WEST OF THE 6TH
<br /> PRINCIPAL MERIDIAN, CITY OF LOUISVILLE , BOULDER COUNTY, STATE OF COLORADO, AND BEING2'
<br /> MORE PARTICULARLY DESCRIBED AS FOLLOWS : 0 0
<br /> : c---.0'
<br /> - E;
<br /> PARCEL 0 , FIRST FILING
<br /> BEGINNING AT THE SOUTH ONE-QUARTER CORNER OF SAID SECTION 18, WHENCE THE CENTER6 . __,
<br /> PM. ONE-QUARTER CORNER BEARS NORTH 00°05' 17" EAST A DISTANCE OF 2,633 .47 FEET BEING
<br /> A PA R T OF T H E SOUTH ONE- HALF OF SECTION 1 8 TIS R 6 9 W OF T H E 6th . I� M. THE BASIS OF G FOR THIS DESCRIPTION ; THENCE NORTH 08°47 ' 35" EAST A ''`
<br /> > > DISTANCE OF 24747.7878 FEET TOA POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF DILLON "_ e '
<br /> ROAD ALSO BEING THE TRUE POINT OF BEGINNING. 1
<br /> CITY OF LOUISVILLE , COUNTY OF BOULDER, STATE OF COLORADO. I
<br /> THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY LINE THE FOLLOWING FIVE ( 5) COURSES : 0 m
<br /> 1 ) NORTH 86°52'09" WEST A DISTANCE OF 760.80 FEET TO A POINT OF CURVATURE ; I
<br /> 1. 33
<br /> SHSHEET I OF 3 2) THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF
<br /> 48°26' 37" AND A RADIUS OF 916 . 50 FEET A DISTANCE OF 774.90 FEET TO A POINT f ,
<br /> OF TANGENCY ;
<br /> 3) THENCE NORTH 38°25' 32" WEST A DISTANCE OF 409.68 FEET TO A POINT OF
<br /> CURVATURE ; ,,
<br /> 4) THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF .,;i
<br /> 25°00'00" AND A RADIUS OF 1,053. 50 FEET A DISTANCE OF 459.68 FEET TO A POINT
<br /> OF TANGENCY ;
<br /> 5) THENCE NORTH 63°25' 30" WEST A DISTANCE OF 168. 38 TO A POINT OF CURVATURE ; '
<br /> THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 94°21 '00"
<br /> AND A RADIUS OF 50.00 FEET A DISTANCE OF 82 . 34 FEET TO A POINT OF COMPOUNDY 4(
<br /> CURVATURE ON THE EASTERLY RIGHT-OF-WAY LINE OF McCASLIN BOULEVARD; THENCE ALONG
<br /> SAID EASTERLY RIGHT-OF-WAY LINE THE FOLLOWING THREE ( 3) COURSES :
<br /> 1 ) ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 01°07 '41" i) : :.: ',..
<br /> AND A RADIUS OF 860.00 FEET A DISTANCE OF 16.93 FEET TO A POINT OF TANGENCY;
<br /> 2) THENCE NORTH 32°03' 11" EAST A DISTANCE OF 250.00 FEET TO A POINT OF ,&'
<br /> CURVATURE ;
<br /> 3) THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF
<br /> _ 31°59' 52" AND A RADIUS OF 1 ,040.00 FEET A DISTANCE OF 580.80 FEET TO A POINT
<br /> r.•_�•� •-_--_-_-"_I OF REVERSE CURVATURE ; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A
<br /> i CENTRAL ANGLE OF 89°25' 29" AND A RADIUS OF 50.00 FEET A DISTANCE OF 78.04 FEET
<br /> Si ! TO A POINT OF TANGENCY ON THE SOUTHERLY RIGHT-OF-WAY LINE OF CHERRY STREET ;
<br /> i in ""`" i THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE THE FOLLOWING FOUR (4) COURSES :
<br /> 1 ) NORTH 39°28'47" EAST A DISTANCE OF 10.06 FEET TO A POINT OF CURVATURE ;
<br /> -----
<br /> 1
<br /> 2) THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF
<br /> A` • •o 27010'08" AND A RADIUS OF 1 ,566.43 FEET A DISTANCE OF 742. 78 FEET TO A POINT
<br /> Rewlrl"nll"I R..1a.n11e1 -- - : OF TANGENCY ; 1,
<br /> ( 2N 29 AC Ill AC d,, olopo.w CRY i 3) THENCE NORTH 62°18' 39" EAST A DISTANCE OF 215.64 FEET TO A POINT OF i
<br /> P9 I 6 I
<br /> T R.cr.allon SMe , CURVATURE ;
<br /> i1B � •
<br /> Comrnerclel 110.'55 rj""AC ' .: r�7i
<br /> r••-••-••-••-• -• 927q� L. ..�.._. "°' 4) THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF ]�
<br /> • C E J •� 1 26°38' 12" AND A RADIUS OF 890.00 FEET A DISTANCE OF 413. 76 FEET ; THENCE S*
<br /> Cnn"+n.rciel Correryrclel Re"1de"�� I._ NON-RADIALLY DEPARTING SAID CURVE SOUTH 00°05' 17" WEST A DISTANCE OF 497 .64 m Z'
<br /> 24.18 AC Y 24.0 AC. 38'48 AC. ' Qi Z 8
<br /> K FEET ; THENCE NORTH 89°01 ' 11" EAST A DISTANCE OF 165. 14 FEET ; THENCE SOUTH 9 z G) .1
<br /> 00°05' 17" WEST A DISTANCE OF 791 .54 FEET ; THENCE NORTH 89001 ' 11" EAST A DISTANCE H
<br /> • Pol entlnl Gol( ' -�I=1
<br /> Course Site -� - > p •
<br /> F n...""...a, 9.2AC.1• I OF 346.96 FEET ; THENCE NORTH 88°44' 43" EAST A DISTANCE OF 37.51 FEET ; THENCE I S
<br /> C.
<br /> �•.� �� t��„t' r: ,, pRIV -- •W.DAHLIA STREET SOUTH 00°05' 17" WEST A DISTANCE OF 1 ,070.23 FEET TO THE TRUE POINT OF BEGINNING. - m V z 1
<br /> P. E� Ender• RwM.n11M f'TI W
<br /> rerceM a •
<br /> S2 F Cpn.nerclpl `-"^ N SAID PARCEL OF LAND CONTAINS 75.614 ACRES. r ��
<br /> eg G
<br /> � '
<br /> 511 16 .0 55 29 AC. I. RefMentlel • 1
<br /> �c 50 tr, ,cl 16.35 AC. 1 WtatMW
<br /> IseHAVE LAID OUT , PLATTED AND SUBDIVIDED THE SAME INTO LOTS, BLOCKS AND TRACTS AS SHOWN a '
<br /> M ON THIS PLAT , UNDER THE NAME AND STYLE OF CENTENNIAL VALLEY , PARCEL 0, FIRST FILING
<br /> .�'••! K2 ��, �,aE�s AND BY THESE PRESENTS DO GRANT TO THE CITY OF LOUISVILLE FOR THE PERPETUAL USE OF
<br /> '�, r• i roteN,,lrolt L �„fang THE PUBLIC , THE STREETS AND UTILITY EASEMENTS HEREON SHOWN . ,
<br /> To B«•e«
<br /> 'v Cnurfe Sde Cmm�crawl E •
<br /> �••_ SO9fqC ��" • CENTENNIAL VALLEY
<br /> �,ti o PARCEL 0, FIRST FILING OWNER: i
<br /> "' ,, DYER ROAD C°o.r».N.1/ HOMART DEVELOPMENT CO.
<br /> /, 71.11 AC.
<br /> Residential
<br /> ''ti, S 3 245 Wits i
<br /> ti, ss. ,z1AHlfiAC./%/ BY :
<br /> open spare
<br /> i
<br /> • openspsce / THOMAS, A WHITE , SENIOR VICE PRESIDENT JOHN SEELY ASSIST NT SECRETARY
<br /> / /� J9.94�AieC1M I
<br /> • _.J ••�• 4LON ROAD' r•„ I
<br /> NOTARY:
<br /> T°S"'°`'°` STATE OF ILLINOIS)
<br /> To Denver
<br /> !SS
<br /> COUNTY OF COOK }
<br /> \ hI CI N ITY M AP THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS y '\ DAY OF IC`A �1 19 ,
<br /> BY THOMAS A. WHITE , SENIOR VICE PRESIDENT , AND JOHN SEELY , ASSISTANT SECRETARY OF
<br /> HOMART DEVELOPMENT CO.
<br /> WITNESS MY HAND AND SEAL. MY COMMISSION EXPIRES THE d7lt‘' DAY OF ap 11 , 19J. z _ r
<br /> N�T R'RYA PUBLIC 0 c ~ _ 71 o
<br /> R L 1 a L. { 1 .. i IT'
<br /> NOTES : h1C-C. ; �
<br /> : .:.. o 0
<br /> 1 . BASIS OF BEARING IS THE EAST LINE OF THE SOUTHWEST ONE-QUARTER SURVEYOR 'S CERTIFICATE : " " _v ? z
<br /> OF SECTION 18, T1S, R7OW OF THE 6TH PRINCIPAL MERIDIAN WHICH BEARS t C
<br /> SOUTH 00°0517 II WEST. I , DuWAYNE M. PHILLIPS , A PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO DO j ii P
<br /> HEREBY CERTIFY THAT THE SURVEY OF CENTENNIAL VALLEY , PARCEL 0, FIRST FILING, , W 1
<br /> 2. THIS SYMBOL "0" INDICATES SET N0. 5 REBAR WITH PLASTIC CAP MARKED WAS MADE UNDER MY SUPERVISION AND THAT THE ACCOMPANYING PLAT ACCURATELY AND PROPERLY
<br /> L.S. #9329 EXCEPT AS NOTED . SHOWS SAID SUBDIVISION ./
<br /> 1 lh
<br /> Pt3. ALL REAR AND SIDE LOT LINES HAVE A 5 ' WIDE EASEMENT FOR DRAINAGE i
<br /> :;4:f
<br /> AND UTILITY PURPOSES . �. 'DuWAYNE M. PHII_I_I , GIST , LAND SURVEYOR Nn. 9329
<br /> , PLANNING COMMISSION CERTIFICATE :
<br /> \\ APPRO ED BY THE PLANNING COMMISSION OF THE CITY OF LOUIS'viLL_E THIS DAY
<br /> / OF 19 % ' , BY PF SOLUTION NO. S___
<br /> (�. C ATTEST :-16") ,L � Cf� ,
<br /> CHAIRMAN SECRET /e
<br /> IN ACCORDANCE WITH CRS 13-80-105 .3 4
<br /> "NOTICE: According to Colorado lawyou must CITY COUNCIL APPROVAL :
<br /> commence any legal action based upon any defect
<br /> in this survey within three years after you APPJLiED BY THE CITY COUNCIL OF LOUIS I THIS JAY OF .
<br /> first discover such defect. In no event, 191,"11 , BY RESOLUTION NO. �'�} ey .
<br /> may any action based upon any defect in this survey be commenced more than ten years /4„jermaie%.,,Lactird... ..--
<br /> from the date of the certification shown _ ATTESraijipatipokAwurs:111•0 ,
<br /> T.
<br /> hereon". I.
<br /> MAYOR CIT CLERK y
<br /> CLERK AND RECORDER 'S CERTIFICATE :
<br /> -;, , .
<br /> STATE OF COLORADO) s j
<br /> )S S <;
<br /> COUNTY OF BOULDER) -< -I 1 . , >.,
<br /> ANY PERSON WHO KNOWINGLY REMOVES,
<br /> ALTERS OR DEFACES ANY g 2
<br /> I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED IN MY OFFICE_ AT 11: 257 O'CLOCK . • <,.,
<br /> ACCESSORY
<br /> UBLIC LAND SURVEY MONUMENT, OR LAND BOUNDARY MONUMENT OR A .M. , THIS Z( � DAY OF beCe m6� _ _ , 19gg , A.D . , AND IS DULY ', -
<br /> ACCESSORY COMMITS A CLASS 2 MISDEMEANOR PURSUANT TO STATE n - ); I
<br /> RECORDED IN PLAN FILE p-ZZ r-t} co Z? _Z9 - . F 1559 > 35ge733 m � , ,
<br /> STATUTE 18-4-508 C.R.S. 0 ,
<br /> ; PREPARED BY: FEES PAID 36.00 17
<br /> D
<br /> ROCKY MOUNTAIN CONSULTANTS INC. .,
<br /> pit_ z
<br /> C�rar L460547)n
<br /> 8301 E. PRENTICE AVE. ENGLEWOOD, CO. 80111 7a1 s000 DATE: JAN.'88 JOB N0: 7-0089 GG8 RECORDERDY
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