HomeMy WebLinkAboutBRITTANY KNOLLS PUD FILING NO. 1 - Filed S-SUBDIVISION PLAT - 2002-12-16BRITTANY KNOLLS P.U.D.
FI L I NG NO. 1
A PART OF THE SOUTHEAST ONE —QUARTER OF SECTION 12, TEN, RE9W, OF THE ETH PRINCIPAL MERIDIAN AND A REPLA T OF
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PORTNER ESTATES SOUTH P. U.D. PHASE 1 CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO.
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JANUARY 1987
DEDICATION
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KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED BEING OWNER "
OF A TRACT OF LAND LOCATED IN THE SOUTHEAST ONE -QUARTER OF
SECTION 12, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE SIXTH
PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO MORE PARTICULARLY DESCRIBED AS FOLLOWS: wwwwwwx2wwwwxi:2i:iwwx::wwwx2www
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COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 12; THENCE N m"'Q bb^ oobw ^mu,m ��^ m� O.�•h,
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88 27' 40"W AND ALONG THE SOUTH LINE OF SAID SECTION 12, A Q'n N Q m V,'b 1, U, m'n'n'm'N N U, 'Q'v, n o'n U, U, m o
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DISTANCE OF 1443.94 FEET; THENCE N 00 00100"E, A DISTANCE OF zmmNzmzzzmmzzzzzmmzzzzmzzmzmzzmm
50.02 FEET TO A POINT ON THE NORTH RIGHT OF WAY OF TRILBY ROAD,
SAID POINT BEING THE POINT OF BEGINNING; THENCE ALONG THE
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1) N 00 00100"E, A DISTANCE OF 1341.16 FEET;
2) N 90 00100"E, A DISTANCE OF 100.00 FEET;
3) N 00 00'00"E, A DISTANCE OF 111.84 FEET;
4) N 90 00'00"E, A DISTANCE OF 54.00 FEET;
5) S 87 33'54"E, A DISTANCE OF 400.00 FEET; ooNom$�oNnNmom�omoQeQom000QOQoomn
6) S 81 44111"E, A DISTANCE OF 56.89 FEET; omou�o n,on, m m mI n coo_,ov MV o:,000vR, 0000i.
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9) S 37 49'25"W, A DISTANCE OF 39.49 FEET;
10) S 48 04148"E, A DISTANCE OF 147.25 FEET;
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OF SAID CURVE BEARS S 48 04148"E; THENCE SOUTHWESTERLY ALONG SAID 0 N vtiNv " "m"Q°°""^"^°V°^^^ti
CURVE TO THE LEFT HAVING A RADIUS OF 213.00 FEET, A CENTRAL ANGLE
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S 38 27'36"W, A DISTANCE OF 25.73 FEET, TO A POINT OF TANGENCY;
THENCE ALONG THE FOLLOWING FOUR COURSES:
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2) S 35 00'00"W A DISTANCE OF 65.00 FEET NLiN. . . . . .. . .upon.
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3) S 5 11'56"W, A DISTANCE OF 304.55 FEET; N N
4) S 7 22'12"E, A DISTANCE OF 144.02 FEET;
TO A NON —TANGENT POINT ON A CURVE FROM WHENCE THE RADIUS POINT OF Qnmm�mmm000momNmNmmmNobmmmmmbmNm
SAID CURVE BEARS S 7 22'12"E, SAID POINT ALSO BEING ON THE ^mmnoovo^^^oNm^^^ mm^mm^m mmNm",
NORTHERLY RIGHT OF WAY OF BRITTANY STREET, THENCE SOUTHWESTERLY
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ALONG SAID RIGHT OF WAY ALONG A CURVE TO THE LEFT HAVING A RADIUS n
OF 414.00 FEET, A CENTRAL ANGLE OF 39 13'22", A CHORD LENGTH OF
277.91 FEET, A CHORD BEARING OF S 63 01'07"W, A DISTANCE OF
283.41 FEET TO A POINT OF REVERSE CURVATURE; THENCE CONTINUING
ALONG SAID RIGHT OF WAY ALONG A CURVE TO THE RIGHT HAVING A Nmvmmnmmonmmvu,mnmmonNmQubnmmonN"i
RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 84 22'54", A CHORD '101 "1 vvovvvv°Q"m�L'
LENGTH OF 20.15 FEET, A CHORD BEARING OF S 85 35'53"W, A DISTANCE
OF 22.09 FEET TO A POINT OF TANGENCY; THENCE CONTINUING ALONG
SAID RIGHT OF WAY THE FOLLOWING THREE COURSES:
1) N 52 12140"W, A DISTANCE OF 10.00 FEET;
2) S 37 47'20"W, A DISTANCE OF 54.00 FEET;
3) S 52 12140"E, A DISTANCE OF 10.00 FEET;Smnoomomnmbmwwmn000000mbnb��ommo
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TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID RIGHT OF JN^M1j Qj mvNnbNmvmmu omd m nbvbmnQ^
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ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 414.00 FEET, AQ:��nr�000mLo�e��N�o���NN�-�NeO��o
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CHORD BEARING OF S 16 51'17" W, A DISTANCE OF 221.33 FEET TO A ��vomommmvQnnmNooQnnoonmNooQn,ontio
POINT OF TANGENCY; THENCE CONTINUING ALONG SAID RIGHT OF WAY S 01 o'mm,nObbmN mnnnmmu,m n V v,mQmn mWQ MOmo
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32'20"W, A DISTANCE OF 276.00 FEET TO A POINT OF CURVATURE; smmmNmmzzmv,mzzNmbv,zzmm mmmzmNzzm
THENCE CONTINUING ALONG SAID RIGHT OF WAY ALONG A CURVE TO THE
RIGHT HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 90 snnmmnnmommmmnmoommmnmonQNOmnNmn
00100"9 A CHORD LENGTH OF 21.21 FEET, A CHORD BEARING OF S 46 NO . NN'VINO ."."`° M.bNpvON nOmmmnNNn¢.N
32'20"W A DISTANCE OF 23.56 FEET TO A POINT OF TANGENCY SAID zu'^oommm�vnu,mmnmovmm�orymnnnNnmmn
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POINT BEING ON THE NORTH RIGHT OF WAY OF TRILBY ROAD; THENCE Q n n
ALONG SAID NORTH RIGHT OF WAY OF TRILBY ROAD N 88 27140"W, A i
DISTANCE OF 429.28 FEET TO THE POINT OF BEGINNING, CONTAINING
932,068 SQUARE FEET OR 21.3973 ACRES, MORE OR LESS, w.== ______________
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HAVE CAUSED THE SAME TO BE SUBDIVIDED INTO, LOTS, BLOCKS AND m00000Qv^nNmNNNNNnnNononNononno
STREETS AS SHOWN ON THIS PLAT KNOWN AS BRITTANY KNOLLS P.U.D. oNC'� �� ?m°°N NNNmmNo^OryNONONNO
FILING 1, CITY OF FORT COLLINS, LARIMER COUNTY, COLORADO, AND IS w
SUBJECT TO ALL EASEMENTS AND RIGHTS -OF -WAY NOW ON RECORD OR
EXISTING OR INDICATED ON THIS PLAT AND DOES HEREBY DEDICATE AND °
CONVEY TO AND FOR PUBLIC USE, FOREVER HEREAFTER, THE STREETS AND m0000000000000000000000000000000
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EASEMENTS AS LAID OUT AND DESIGNATED ON THIS PLAT, PROVIDED
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HOWEVER, THAT: (1) ACCEPTANCE BY THE CITY OF THIS DEDICATION OF Qven^ �mm��mry�ti°vN v"""N°N"N°"ryN"
EASEMENTS DOES NOT IMPOSE UPON THE CITY A DUTY TO MAINTAIN THE
EASEMENT SO DEDICATED, AND (2) ACCEPTANCE BY THE CITY OF THIS
DEDICATION OF STREETS DOES NOT IMPOSE UPON THE CITY A DUTY TO
MAINTAIN THE STREETS SO DEDICATED UNTIL SUCH TIME AS THE STREETS N
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ARE INSPECTED AND ACCEPTED BY THE CITY ENGINEER. w^Nm�mooNoo00nvoou,vovu,vvvoonomno
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OWNER: DCB INVESTMENT CO., A TEXAS CORPORATION moimmmm'"°,mcn,mumN,NNmmmu�m°n,Nmivam`OmINo"m
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PRESIDENT
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SECRETARY
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THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS_
DAY OF , 1987.
WITNESS HAND AND OFFUIAL SEAL. MY COMMISSION EXPIRES: Ck /.Z / q O
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NOT Y PUBLI
VICINITY • MAP_
SCALE 1": 2000
NOTICE :
ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION
BASED UPON ANY DEFECT IN THIS SURVEY WITHIN SIX YEARS AFTER YOU
FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON
ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM
THE DATE OF CERTIFICATION SHOWN HEREON.
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ffjkl KELLOGG ENGINEERING, INC.
1626 COLE BOULEVAFID GOLDEN, CO. a0401
BUILDING 7, SUITE 105 303/233-5"
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ORS CERTIFICATE :
I, ELDON R. STRONG, A REGISTERED LAND SURVEYOR IN THE STATE OF
COLORADO DO HEREBY CERTIFY THAT THE SURVEY OF BRITTANY KNOLLS
P.U.D. FILING 1 WAS MADE UNDER MY DIRECT SUPERVISION AND THAT
THE MAP HEREON ACCURATELY AND PROPERLY SHOWS SAID SUBDIVISION.
;ITY ENGINEE
EL ON h. STR G, L.S. JW58p
4,
FOR AND ON BEHALF OF
JR ENGINEERING, LTD.
APPROVAL:
APPROVED BY THE CITY ENGINEER OF THE CITY OF FORT COLLINS ON THE
DAY OF fEdLuyiC}, , 1987.
CITY ENGINEER
PLANNING AND ZONING
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APPROVED BY THE P NNING AND ZONING BOARD OF THE CITY, OF FORT
COLLINS ON THE DAY OF 7 a titVL , 1987.
"X � -
'�—IS. iETARY
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TTORNEYS CERTIFICATE :
ENO
THIS IS TO CERTIFY THAT ON THE of DAY OF 4*K Rol
1987, I EXAMINED THE TITLE TO THE PROPERTY AS DESCRIBED HEREON
AND ESTABLISHED THAT THE OWNERS AND PROPRIETORS OF RECORD OF SAID
PROPERTY AS CONSTRUED IN C.R.S. 1973, 31-23-111, ARE AS SHOWN
HERFON AS OF THE ABOVE SAID DATE.
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REGISTRATION NO.3D,2Q
ADDRESS:
Lea . •�,► C.. h*n i
COUNTY CLERKS CERTIFICATE :
I HEREBY CERTIFY THAT THIS PLAT WAS FILED IN MY OFFICE ON THIS
DAY OF , 1987.AT M. O'CLOCK
AND WAS RECORDED PER RECEPTION NO.
COUNTY CLERK AND R
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