HomeMy WebLinkAboutRIGDEN FARM NORTHWEST ROADS - Filed S-SUBDIVISION PLAT - 2005-10-04t�
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STATEMENT OF OWNERSHIP,
SUBDIVISION AND DEDICATION:
FINAL PLAT
RIGDEN FARM -NORTHWEST ROADS
EING A PORTION OF THE NORTHWEST ONE -QUARTER OF SECTION 2�'�, TOWNSHIP 7 NORTH,
RANGE 6: WEST OF 7NIE 67H PRINCIPAL MERIDIAN.
CITY OF FORT COLLINS. COUNTY OF LARIMER. STATE OF COLORADO
KNOW ALL MEN BY THESE PRESENTS, THAT THE UNDERSIGNED, BEING OWNERS OF THE FOLLOWING DESCRIBED LAND;
A PORTION OF THE NORTHWEST ONE —QUARTER OF SECTION 29, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6th PM, CITY
OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BASIS OF BEARING: THE NORTH LINE OF THE NORTHWEST ONE —QUARTER OF SECTION 29, BEING MONUMENTED AT THE WEST
END BY A 2 1/2" ALUMINUM CAP STAMPED "LS 17497" AND AT THE EAST END BY A 3" ALUMINUM CAP STAMPED "LS
20123", IS ASSUMED TO BEAR N89'26'35"W, WITH A DISTANCE OF 2641,75 FEET BETWEEN SAID MONUMENTS.
COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 29;
THENCE S89'26'35"E, ON THE NORTH LINE OF SAID NORTHWEST ONE —QUARTER, A DISTANCE OF 1039.78 FEET;
THENCE S00'33'25"W, A DISTANCE OF 54.00 FEET, TO THE SOUTH RIGHT OF WAY OF DRAKE ROAD AS DESCRIBED AT
RECEPTION NUMBER 20040102612 OF THE LARIMER COUNTY RECORDS AND THE POINT OF BEGINNING;
THENCE S89'26'35"E, ON SAID SOUTH RIGHT OF WAY A DISTANCE OF 87.01 FEET, TO A POINT OF CURVATURE;
THENCE ON THE ARC OF A NON —TANGENT CURVE TO THE LEFT, SAID CURVE HAVING A DELTA OF 90'33'24" AND A RADIUS
OF 9.00 FEET, A DISTANCE OF 14.22 FEET, THE CHORD OF SAID CURVE BEARING S45'16'43"W, WITH A LENGTH OF 12.79 FEET,
TO A POINT OF TANGENCY;
THENCE SOO'00'01"W, A DISTANCE OF 252.39 FEET, TO A POINT OF CURVATURE;
THENCE ON THE ARC OF A TANGENT CURVE TO THE LEFT, SAID CURVE HAVING A DELTA OF 90'04'24" AND A RADIUS OF
15.00 FEET, A DISTANCE OF 23.58 FEET, THE CHORD OF SAID CURVE BEARING S45'02'11"E, WITH A LENGTH OF 21.23 FEET,
TO A POINT OF TANGENCY;
THENCE N89'55'37"E, A DISTANCE OF 204.52 FEET, TO A POINT OF CURVATURE;
THENCE ON THE ARC OF A TANGENT CURVE TO THE RIGHT, SAID CURVE HAVING A DELTA OF 32'01'14" AND A RADIUS OF
358.72 FEET, A DISTANCE OF 200.47 FEET, THE CHORD OF SAID CURVE BEARING S74'03'46"E, WITH A LENGTH OF 197.87
FEET, TO A POINT OF TANGENCY;
THENCE S58'03'09"E, A DISTANCE OF 104.66 FEET, TO A POINT OF CURVATURE;
THENCE ON THE ARC OF A TANGENT CURVE TO THE LEFT, SAID CURVE HAVING A DELTA OF 93'34'50" AND A RADIUS OF
15.00 FEET, A DISTANCE OF 24.50 FEET, THE CHORD OF SAID CURVE BEARING N75'09'26"E, WITH A LENGTH OF 21.87 FEET,
TO A POINT OF NON —TANGENCY, AND THE WESTERLY BOUNDARY OF RIGDEN FARM 9TH FILING—PARKSIDE COMMONS AS
RECORDED AT RECEPTION NUMBER 20040081691 OF THE LARIMER COUNTY RECORDS;
THENCE S28'22'01"W, ON SAID WESTERLY BOUNDARY, A DISTANCE OF 20.13 FEET, TO A POINT OF CURVATURE AND THE
NORTHERLY BOUNDARY OF RIGDEN FARM FILING ONE AS RECORDED AT RECEPTION NUMBER 99090056 OF THE LARIMER
COUNTY RECORDS;
THENCE ON THE WESTERLY AND NORTHERLY BOUNDARY OF SAID RIGDEN FARM FILING ONE, THE FOLLOWING SIX (6) COURSES:
1) THENCE ON THE ARC OF A NON —TANGENT CURVE TO THE RIGHT, SAID CURVE HAVING A DELTA OF 00'08'49" AND A
RADIUS OF 648.50 FEET, A DISTANCE OF 1.66 FEET, THE CHORD OF SAID CURVE BEARING N59'49'19"W, WITH A
LENGTH OF 1.66 FEET, TO A POINT OF NON —TANGENCY;
2) THENCE N54'27'54"W, A DISTANCE OF 19.26 FEET;
3) THENCE S31'56'51"W, A DISTANCE OF 66.00 FEET, TO A POINT OF CURVATURE;
4) THENCE ON THE ARC OF A NON —TANGENT CURVE TO THE LEFT, SAID CURVE HAVING A DELTA OF 01'49'07" AND A
RADIUS OF 713.00 FEET, A DISTANCE OF 22.63 FEET, THE CHORD OF SAID CURVE BEARING S58'57'43"E, WITH A
LENGTH OF 22.63 FEET, TO A POINT OF REVERSE CURVATURE;
5) THENCE ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A DELTA OF 87'14'17" AND A RADIUS OF 3.00',
A DISTANCE OF 4.57', THE CHORD OF SAID CURVE BEARING S16'15'08"E, WITH A LENGTH OF 4.14 FEET,TO A POINT OF
TANGENCY;
6 THENCE S27'2 1" 2 0 W A DISTANCE OF 14.45 T T FEE 0 A POINT OF CURVATURE;
THENCE ON THE ARC OF A NON —TANGENT CURVE TO THE LEFT, SAID CURVE HAVING A DELTA 85 25'24" AND A RADIUS OF
15.00 FEET, A DISTANCE OF 22.36 FEET, THE CHORD OF SAID CURVE BEARING N15'20'27"W, WITH A LENGTH OF 20.35 FEET,
TO A POINT OF TANGENCY;
THENCE N58'03'09"W, A DISTANCE OF 111.91 FEET, TO A POINT OF CURVATURE;
THENCE ON THE ARC OF A TANGENT CURVE TO THE LEFT, SAID CURVE HAVING A DELTA OF 32'01'14" AND A RADIUS OF
286.72 FEET, A DISTANCE OF 160.24 FEET, THE CHORD OF SAID CURVE BEARING N74'03'46"W, WITH A LENGTH OF 158.16
FEET, TO A POINT OF TANGENCY;
THENCE S89'55'37"W, A DISTANCE OF 204.65 FEET, TO A POINT OF CURVATURE;
THENCE ON THE ARC OF A TANGENT CURVE TO THE LEFT, SAID CURVE HAVING A DELTA OF 89'55'36" AND A RADIUS OF
15.00 FEET, A DISTANCE OF 23.54 FEET, THE CHORD OF SAID CURVE BEARING S44'57'49"W, WITH A LENGTH OF 21.20 FEET,
TO A POINT OF TANGENCY;
THENCE S00'00'01"W, A DISTANCE OF 555.60 FEET, TO A POINT OF CURVATURE;
THENCE ON THE ARC OF A TANGENT CURVE TO THE LEFT, SAID CURVE HAVING A DELTA OF 89'10'37" AND A RADIUS OF 3.00
FEET, A DISTANCE OF 4.67 FEET, THE CHORD OF SAID CURVE BEARING S44'35'17"E, WITH A LENGTH OF 4.21 FEET, TO A
POINT OF NON —TANGENCY, SAID POINT BEING ON THE NORTHERLY BOUNDARY OF THE AFORESAID RIGDEN FARM FILING ONE;
THENCE ON SAID NORTHERLY BOUNDARY THE FOLLOWING SEVEN (7) COURSES:
1) THENCE N89'10'36"W, A DISTANCE OF 1.50 FEET, TO A POINT OF CURVATURE;
2) THENCE ON THE ARC OF A TANGENT CURVE TO THE RIGHT, SAID CURVE HAVING A DELTA OF 89'10'37" AND A RADIUS
OF 3.00 FEET, A DISTANCE OF 4.67 FEET, THE CHORD OF SAID CURVE BEARING N44'35'18"W, WITH A LENGTH OF 4.21
FEET, TO A POINT OF TANGENCY;
3) THENCE N00'00'01"E, A DISTANCE OF 20.09 FEET;
4) THENCE N89'59'59"W, A DISTANCE OF 66.00 FEET;
5) THENCE S00'00'01"W, A DISTANCE OF 19.01 FEET, TO A POINT OF CURVATURE;
6) THENCE ON THE ARC OF A TANGENT CURVE TO THE RIGHT, SAID CURVE HAVING A DELTA OF 90'09'06" AND A RADIUS
OF 3.00 FEET, A DISTANCE OF 4.72 FEET, THE CHORD OF SAID CURVE BEARING S45'04'34"W, WITH A LENGTH OF 4.25
FEET, TO A POINT OF TANGENCY;
7) THENCE N89'50'52"W, A DISTANCE OF 13.53 FEET, TO A POINT OF CURVATURE;
THENCE ON THE ARC OF A NON —TANGENT CURVE TO THE LEFT, SAID CURVE HAVING A DELTA OF 90'08'43" AND A RADIUS
OF 15.00 FEET, A DISTANCE OF 23.60 FEET, THE CHORD OF SAID CURVE BEARING N45'04'22"E, WITH A LENGTH OF 21.24
FEET, TO A POINT OF TANGENCY;
THENCE NOD'00'01"E, A DISTANCE OF 542.34 FEET, TO A POINT OF CURVATURE;
THENCE ON THE ARC OF A TANGENT CURVE TO THE LEFT, SAID CURVE HAVING A DELTA OF 90'04'24" AND A RADIUS OF
15.00 FEET, A DISTANCE OF 23.58 FEET, THE CHORD OF SAID CURVE BEARING N45'02'11"W, WITH A LENGTH OF 21.23 FEET,
TO A POINT OF TANGENCY;
THENCE S89'55'37"W, A DISTANCE OF 280.94 FEET, TO A POINT OF CURVATURE;
THENCE ON THE ARC OF A TANGENT CURVE TO THE LEFT, SAID CURVE HAVING A DELTA OF 89'55'36" AND A RADIUS OF
15.00 FEET, A DISTANCE OF 23.54 FEET, THE CHORD OF SAID CURVE BEARING S44'57'49"W, WITH A LENGTH OF 21.20 FEET,
TO A POINT OF NON —TANGENCY, SAID POINT BEING ON THE EASTERLY BOUNDARY OF RIGDEN FARM, 8TH FILING, THE SHOPS
AT RIGDEN FARM AS RECORDED
ECO DED AT RECEPTION
ECE ION NUMBER 20040108605;
THENCE N00'00'01"E, ON SAID EASTERLY BOUNDARY, A DISTANCE OF 102.00 FEET, TO A POINT OF CURVATURE;
THENCE ON THE ARC OF A NON —TANGENT CURVE TO THE LEFT, SAID CURVE HAVING A DELTA OF 90'04'24" AND A RADIUS
OF 15.00 FEET, A DISTANCE OF 23.58 FEET, THE CHORD OF SAID CURVE BEARING S45'02'11"E, WITH A LENGTH OF 21.23 FEET,
TO A POINT OF TANGENCY;
THENCE N89'55'37"E, A DISTANCE OF 280.94 FEET, TO A POINT OF CURVATURE;
THENCE ON THE ARC OF A TANGENT CURVE TO THE LEFT, SAID CURVE HAVING A DELTA OF 89'55'36" AND A RADIUS OF
15.00 FEET, A DISTANCE OF 23.54 FEET, THE CHORD OF SAID CURVE BEARING N44'57'49"E, WITH A LENGTH OF 21.20 FEET,
TO A POINT OF TANGENCY;
THENCE N00'00'01"E, A DISTANCE OF 253.36 FEET, TO A POINT OF CURVATURE;
THENCE ON THE ARC OF A TANGENT CURVE TO THE LEFT, SAID CURVE HAVING A DELTA OF 89'25'39" AND A RADIUS OF 9.00
FEET, A DISTANCE OF 14.07 FEET, THE CHORD OF SAID CURVE BEARING N44'43'19"W, WITH A LENGTH OF 12.68 FEET, TO THE
POINT OF BEGINNING.
WHICH ABOVE DESCRIBED TRACT CONTAINS AN OVERALL CALCULATED AREA OF 2.78 ACRES, MORE OR LESS.
HAVE CAUSED THE ABOVE DESCRIBED LAND TO BE SURVEYED AND SUBDIVIDED INTO STREETS AS SHOWN ON THIS PLAT TO BE
KNOWN AS RIGDEN FARM —NORTHWEST ROADS, SUBJECT TO ALL EASEMENTS AND RIGHTS —OF —WAY NOW OF RECORD OR
EXISTING OR INDICATED ON THIS PLAT.
PLANNING APPROVAL
BY THE DIRECTOR OF PLANNING THE CITY OF FORT C4LLfll5,
4 DAY OF w.\pa",r.A.D., 20019_�_ i
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FOR OWNER: RIGDEN FARM, LLC, A COLORADO LIMITED LIABILITY COMPANY
FOR DEVELOPER: RIGDEN DEVELOPMENT, LLC, A COLORADO LIMITED LIABILITY COMPANY
BY: SIERRA RESOURCES CORPORATION, A COLORADO CORPORATION, MANAGER
SIGNED BY: DAVID J. PIETENPOL, PRESIDENT _ DATE; G 70 O
STATE OF COLORADO
} S.S.
COUNTY OF LARIMER )
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ?t0SEkWtWio�NT,-LLC,
U Nr: 20By DAVID J. PIETENPOL, AS PRESIryERA RESOURCES CORPORATION,
A R
COLD ADO CORPORATI
ON AS MANA
GER OF RI
GDEN FARM LLC ANDRI
COLORADO
LIMITED LIABILITY COMPANIES t Y
WITNESS MY HAND AND OFFICIAL SEAL ''. AV0 1G OF
MY COMMISSION EXPIRES: A0 �� O� � f •., �r
E 0 `..r. 0 NOTARYoBLI4
BY: WOLVERINE MANAGEMENT GROUP, INC., A COLORADO CORRPPORA�TIOPI, MANAGER
SIGNED BY: FRED L. CROCI, PRESIDENT il1C�f zg _ ATE: VOC6�i-
STATE OF COLORADO
S.S. j
COUNTY OF LARIMER ��.�;d ';THE FOREGOIN� INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS 0 �AYIAot r,i��20O'I By FRED J. CROCI, AS PRESIDENT OF OLVE1:1ANAGEM€ITT GROUP INC,
A COLORADO CORPORATION, AS MANAGER OF RIGDEN FARM, LLC, AND RIG fM DE00��161F1f, COLORADO
LIMITED LIABILITY COMPANIES r
WITNESS MY HAND AND OFFICIAL SEAL ti f /j it % t
MY COMMISSION EXPIRES:
NO AR PUBLIC i ��(/
PROPERTY LIENHOLDER
BY: BANK OF COLORADO
SIGNED BY: CODY FULLMER, BRANCH PRESIDENT
STATE OF COLORADO
DATE: 0
S.S.
COUNTY OF LARIMER
THE OREGOING INSTRUMENT WASk ACKNOWLEDGED BEFORE ME THIS DAY OF
���— 20 By CODY FULLMER, AS BRANCH PRESIDENT OF BANK OF COLORADO,
WITNESS MY HAND AND OFFI AL SEAL
MY COMMISSION EXPIRES: -[- en-O to
NOTARY U I
ATTORNEY'S CERTIFICATION:
I HEREBY CERTIFY THAT THIS SUBDIVISION PLAT HAS BEEN DULY EXECUTED AS REQUIRED PURSUANT TO SECTION 2.2.3(C)(3)(0) THROUGH (e)
INCLUSIVE OF THE LAND USE CODE OF THE CITY OF FORT COLLINS AND THAT ALL PERSONS SIGNING THIS SUBDIVISION PLAT ON BEHALF OF A
CORPORATION OR OTHER ENTITY ARE DULY AUTHORIZED SIGNATORIES UNDER THE LAWS OF THE STATE OF COLORADO. THIS CERTIFICATION IS
BASED UPON THE RECORDS OF THE CLERK AND RECORDER OF LARIMER COUNTY, COLORADO AS OF THE DATE OF EXECUTION OF THE PLAT
AND OTHER INFORMATION DISCOVERED BY ME THROUGH REASONABLE INQUIRY AND is IMITED AUTHORIZED BY SECTION 2.2.3(C)(3)(f) OF
THE LAND USE CODE. r
ATTORNEY
ADDRESS:
REGISTRATION NO.:
CERTIFICATE OF DEDICATION:
THE UNDERSIGNED DOES HEREBY DEDICATE AND CONVEY TO THE CITY OF FORT COLLINS, COLORADO, FOR PUBLIC USE,
FOREVER, THE STREETS AND EASEMENTS AS LAID OUT AND DESIGNATED ON THIS PLAT; PROVIDED, HOWEVER, THAT (1)
ACCEPTANCE BY THE CITY OF THIS DEDICATION OF EASEMENTS DOES NOT IMPOSE UPON THE CITY A DUTY TO MAINTAIN THE
EASEMENTS SO DEDICATED, AND (2) ACCEPTANCE BY THE CITY OF THIS DEDICATION OF STREETS DOES NOT IMPOSE UPON THE
CITY A DUTY TO MAINTAIN STREETS SO DEDICATED UNTIL SUCH TIME AS THE PROVISIONS OF THE MAINTENANCE GUARANTEE
HAVE BEEN FULLY SATISFIED.
REPAIR GUARANTEE:
IN CONSIDERATION OF THE APPROVAL OF THIS FINAL PLAT AND OTHER VALUABLE CONSIDERATION, THE UNDERSIGNED DOES HEREBY AGREE
TO HOLD THE CITY OF FORT COLLINS, COLORADO, HARMLESS FOR A FIVE (5) YEAR PERIOD, COMMENCING UPON THE DATE OF COMPLETION
AND FIRST ACCEPTANCE BY THE CITY OF THE IMPROVEMENTS CONSTRUCTED UNDER THE AUTHORITY OF THIS PLAT, FROM ANY AND ALL
CLAIMS, DAMAGES, OR DEMANDS ARISING ON ACCOUNT OF THE DESIGN AND CONSTRUCTION OF PUBLIC IMPROVEMENTS OF THE PROPERTY
SHOWN HEREIN; AND THE OWNER FURTHERMORE COMMITS TO MAKE NECESSARY REPAIRS TO SAID PUBLIC IMPROVEMENTS, TO INCLUDE,
WITHOUT LIMITATION, THE ROADS, STREETS, FILLS, EMBANKMENTS, DITCHES, CROSS PANS, SUB —DRAINS, CULVERTS, WALLS AND BRIDGES
WITHIN THE RIGHT—OF—WAY EASEMENTS AND OTHER PUBLIC PROPERTIES, RESULTING FROM FAILURES CAUSED BY DESIGN AND/OR
CONSTRUCTION DEFECTS. THIS AGREEMENT TO HOLD THE CITY HARMLESS INCLUDES DEFECTS IN MATERIALS AND WORKMANSHIP, AS WELL
AS DEFECTS CAUSED BY OR CONSISTING OF SETTLING TRENCHES, FILLS OR EXCAVATIONS.
FURTHER, THE UNDERSIGNED WARRANTS THAT HE/SHE OWNS FEE SIMPLE TITLE TO THE PROPERTY SHOWN HEREON AND AGREES THAT THE
CITY OF FORT COLLINS SHALL NOT BE LIABLE TO THE UNDERSIGNED OR HIS/HER SUCCESSORS IN INTEREST DURING THE WARRANTY PERIOD,
FOR ANY CLAIM OF DAMAGES RESULTING FROM NEGLIGENCE IN EXERCISING ENGINEERING TECHNIQUES AND DUE CAUTION IN THE
CONSTRUCTION OF CROSS DRAINS, DRIVES, STRUCTURES OR BUILDINGS, THE CHANGING OF COURSES OF STREAMS AND RIVERS, FLOODING
FROM NATURAL CREEKS AND RIVERS, AND ANY OTHER MATTER WHATSOEVER ON PRIVATE PROPERTY. ANY AND ALL MONETARY LIABILITY
OCCURRING UNDER THIS PARAGRAPH SHALL BE THE LIABILITY OF THE OWNER. I FURTHER WARRANT THAT I HAVE THE RIGHT TO CONVEY
SAID LAND ACCORDING TO THIS PLAT.
THE OBLIGATIONS OF THE UNDERSIGNED PURSUANT TO THE "MAINTENANCE GUARANTEE" AND "REPAIR GUARANTEE" PROVISIONS SET FORTH
ABOVE MAY NOT BE ASSIGNED OR TRANSFERRED TO ANY OTHER PERSON OR ENTITY UNLESS THE WARRANTED IMPROVEMENTS ARE
COMPLETED BY, AND A LETTER OF ACCEPTANCE OF THE WARRANTED IMPROVEMENTS IS RECEIVED FROM THE CITY BY, SUCH OTHER
PERSON OR ENTITY.
MAINTENANCE GUARANTEE:
THE UNDERSIGNED HEREBY WARRANTS AND GUARANTEES TO THE CITY OF FORT COLLINS, FOR A PERIOD OF TWO (2) YEARS FROM THE DATE
OF COMPLETION AND FIRST ACCEPTANCE BY THE CITY OF THE IMPROVEMENTS WARRANTED HEREUNDER, THE FULL AND COMPLETE
MAINTENANCE AND REPAIR OF THE IMPROVEMENTS CONSTRUCTED UNDER THE AUTHORITY OF THIS PLAT. THIS WARRANTY AND GUARANTEE
IS MADE IN ACCORDANCE WITH THE CITY OF FORT COLLINS LAND USE CODE AND/OR THE TRANSITIONAL LAND USE REGULATIONS, AS
APPLICABLE. THIS GUARANTEE APPLIES TO THE STREETS AND ALL OTHER APPURTENANT STRUCTURES AND AMENITIES LYING WITHIN THE
RIGHTS —OF —WAY, EASEMENTS AND OTHER PUBLIC PROPERTIES, INCLUDING, WITHOUT LIMITATION, ALL CURBING, SIDEWALKS, BIKE PATHS,
DRAINAGE PIPES, CULVERTS, CATCH BASINS, DRAINAGE DITCHES AND LANDSCAPING. ANY MAINTENANCE AND/OR REPAIR REQUIRED ON
UTILITIES SHALL BE COORDINATED WITH THE OWNING UTILITY COMPANY OR DEPARTMENT.
THE UNDERSIGNED SHALL MAINTAIN SAID IMPROVEMENTS IN A MANNER THAT WILL ASSURE COMPLIANCE ON A CONSISTENT BASIS WITH ALL
CONSTRUCTION STANDARDS, SAFETY REQUIREMENTS AND ENVIRONMENTAL PROTECTION REQUIREMENTS OF THE CITY. THE UNDERSIGNED
SHALL ALSO CORRECT AND REPAIR, OR CAUSE TO BE CORRECTED AND REPAIRED, ALL DAMAGES TO SAID IMPROVEMENTS RESULTING FROM
DEVELOPMENT —RELATED OR BUILDING —RELATED ACTIVITIES. IN THE EVENT THE UNDERSIGNED FAILS TO CORRECT ANY DAMAGES WITHIN
THIRTY (30) DAYS AFTER WRITTEN NOTICE THEREOF, THEN SAID DAMAGES MAY BE CORRECTED BY THE CITY AND ALL COSTS AND CHARGES
BILLED TO AND PAID BY THE UNDERSIGNED. THE CITY SHALL ALSO HAVE ANY OTHER REMEDIES AVAILABLE TO IT AS AUTHORIZED BY LAW.
ANY DAMAGES WHICH OCCURRED PRIOR TO THE END OF SAID TWO (2) YEAR PERIOD AND WHICH ARE UNREPAIRED AT THE TERMINATION OF
SAID PERIOD SHALL REMAIN THE RESPONSIBILITY OF THE UNDERSIGNED.
APPROVED AS TO FORM, CITY ENGINEER:
BY THE CITY ENGINEER OF THE CITY OF FORT COLLINS, COLORADO THIS l St
DAY OF .� s//y A.D., 20OS
CITY ENGINEER
SURVEYOR'S STATEMENT:
1, MICHAEL S. BRAKE, A COLORADO REGISTERED PROFESSIONAL ENGINEER AND LAND SURVEYOR, DO HEREBY STATE THAT THIS SUBDIVISION
PLAT WAS PREPARED FROM AN ACTUAL SURVEY UNDER MY PERSONAL SUPERVISION, THAT THE MONUMENTATION AS INDICATED HEREON WERE
FOUND OR SET AS SHOWN, AND THAT THE FORGOING PLAT IS AN ACCURATE REPRESENTATION THEREOF, ALL THIS TO THE BEST OF MY
KNOWLEDGE, INFORMATION AND BELIEF. _
MICHAEL S. BRAKE, PE — PLS
COLORADO PE/PLS NO. 28262
FOR AND ON BEHALF OF JR ENGINEE L16
NOTICE OF OTHER DOCUMENTS:
ALL PERSONS TAKE NOTICE THAT THE DEVELOPER AND/OR OWNER HAS EXECUTED CERTAIN DOCUMENTS PERTAINING TO THIS DEVELOPMENT
WHICH CREATE
E TE CERTAIN RIGHTS AND OBLIGATIONS OF THE DEVELOPMENT, THE DEVELOPER AND/OR SUBSEQUENT OWNERS OF ALL OR PORTIONS
OF THE DEVELOPMENT SITE, MANY OF WHICH OBLIGATIONS CONSTITUTE PROMISES AND COVENANTS WHICH RUN WITH THE LAND. THE SAID
DOCUMENTS MAY ALSO BE AMENDED FROM TIME TO TIME AND MAY INCLUDE, WITHOUT LIMITATION, THE DEVELOPMENT AGREEMENT, SITE AND
LANDSCAPE COVENANTS, FINAL SITE PLAN, FINAL LANDSCAPE PLAN, AND ARCHITECTURAL ELEVATIONS, WHICH DOCUMENTS ARE ON FILE IN THE
OFFICE OF THE CLERK OF THE CITY OF FORT COLLINS AND SHOULD BE CLOSELY EXAMINED BY ALL PERSONS INTERESTED IN PURCHASING ANY
PORTION OF THE DEVELOPMENT SITE.
BASIS OF BEARINGS:
BASIS OF BEARING: THE NORTH LINE OF THE NORTHWEST ONE —QUARTER OF SECTION 29, BEING MONUMENTED AT THE WEST END BY A 2 1/2"
ALUMINUM CAP STAMPED "LS 17497" AND AT THE EAST END BY A 3" ALUMINUM CAP STAMPED "LS 20123",IS ASSUMED TO BEAR
N89'26'35"W, WITH A DISTANCE OF 2641.75 FEET BETWEEN SAID MONUMENTS.
NOTICE:
ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE 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 AFTER THE DATE OF THE CERTIFICATION SHOWN HEREON.
SHEET LIST
TABLE
SHEET NUMBER
SHEET TITLE
1
FINAL PLAT COVER SHEET
2
FINAL PLAT
3
FINAL PLAT
FINAL PLAT
RIGDEN FARM -NORTHWEST ROADS
JOB NO. 39164.15
JUNE 29, 2005
SHEET 1 OF 3
J•R ENGINEERING
A Wastrian Company
ill Lr.� '/,1 A ,!1 1 1 . I 1•
35
FINAL PLAT
RIGDEN FARM=NORTHWEST ROADS
BEONO L, [PON700 V OF THE NORTHWEST O 1E=QML,-, RTER OF SEC750a 299 TO lllJ NSHOP 7 NORTH,
RANGE 68 WEST OF THE @TN PRONC OML HER900AH9
C 97Y OF FORT COLLOH89 COUNTY OF LLaROMER9 87L%7E OF COOLOOR&DDOO
SIDEHILL ONE, LLC
SIDEHILL, FILING 1
19 20
58
_ _926'35'E 1039.76'- - BASIS OF BEARING NORTH LINE OF THE NORTHWEST ONE -QUARTER OF SECTION 29 S89'26'35"E 2641.75'
POINT or COWENCEM£NT
30 29 I
SW"INESr COWER SE=W M plu POINT OF BEGNNNG
7DWVSYP 7 AW7M RAAKX 6C IEST 1,7�
DRAKE_ROAD RIGHT OF _WA
I --AS TN ROAD BOOK 5 PAGE
I� P A - DRAKE ROAD RIGHT OF WAY Vi SLOPE EASEMENT
RANW BOX- RECEPTION 092001059220 I RECEPTION,¢�2001012820
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----------------------
LEGEND
= SET #5 REBAR AND 1-1/2" ALUMINUM
CAP STAMPED "LS 28262 JR ENG"
0 = RECOVERED #5 REBAR AND 1-1/2" ALUMINUM
CAP STAMPED IS 32825 JR ENG"
= RECOVERED SECTION CORNER AS DESCRIBED
= RECOVERED SECTION ONE -QUARTER CORNER
AS DESCRIBED
IY
IL=14.22'
ICH-12.79'
IS45'16'43'W
I
I
TEMPORARY GRADING
AND CONSTRUCTION
EASEMENT BY
RECEPTION#_ -
I
I
I
I
I
I
I
A=9094'2e
R-15.00'
IL-23.58'
'CH-21.23'
S45'02'11'E
/� - - - - - - - - - - - -
N8955'37"E 204.52'
LIMON DRIVE
(72' RIGHT OF WAY THE P,AT)
N89'55'37"E 254.09'
3'8955'36'
R-15.00'
L-23.54'
CH=21.20'
S44'57'49'W
RIGDFIV FARM, LLC
TEMPORARY GRADING
AND CONSTRUCTION
EASEMENT BY
RECEPTION# -
DRAINAGE EASEMENT
RECEPTION ,{F20000084J8
y - - - - - SEE SHEET 3
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
CHORD
BEARING
C1
93'34'50"
15.00
24.50
21.87
N75'09'26"E
C2
0'08'49"
648.50
1.66
1.66
N59'49'19"W
C3
1'49'07"
713.00
22.63
22.63
S58'57'43"E
C4
87*14'17"
3.00
4.57
4.14
S16*15'08"E
C5
85'25'24"
15.00
22.36
20.35
N15'20'27"W
C6
89*10'37"
3.00
4.67
4.21
S44'35'17"E
C7
89*10'37"
3.00
4.67
4.21
N44'35'18"W
C8
90'09'06"
3.00
4.72
4.25
S45'04'34"W
C9
90'08'43"
15.00
23.60
21.24
N45'04'22"E
UNE TABLE
LI
BEARING
LENGTH
Lt
S28'22'01"W
20.13
L2
N54'27'54"W
19.26
L3
S31-56'51"W
66.00
14,45
L4
S27'22'01"W
L6
N89'10'36"W
1.50
L7
N00'00'01 "E
20.09
L8
N89'59'59"W
66.00
L9
S00'00'01"W
19.01
L10
N89'50'52"W
13.53
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L=180.35' f O
CH=178.02'
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R=286.72'
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CH-158.16'
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FINAL PLAT
RIGDEN FARM -NORTHWEST ROADS
JOB NO. 39164.15
JUNE 29, 2005
SHEET 2 OF 3
J•R ENGINEERING
A Westrian Company
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LIMON DRIVE
(72' RIGHT OF WAY THIS PLAT)
j N89'5537"E 345.44'
A-89'55'36"
50' 50' I LL-23.54'
CH=21.20'
i S44'57449"W
RIGDEN FARM, LLC
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TEMPORARY GRADING
AND CONSTRUCTION
EASEMENT BY
I RECEPTION#
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DRAINAGE EASEMENT
I RECEP77ON jF2000008438
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- - - - - - - - - - - - - - - - - - - - - -
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Ai=90'04'24'
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— —� A=32'01'14" n_
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R=322.72'
L=180.35'
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RECEP770N ,f2000OO8440
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tEE DETAIL
THIS PAGE
EX/S71NC PSCO U71L/TY EASEMENT
Ll 1?FCEP7701V ,¢F2001005527
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C8 C7
(PLATTED RIGDEN FARM 1ST)
HEARNE PROPERTIES, LLC
RIGDEN FARM, FILING 1
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RIGDEN FARM, f7LING 9
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FORM ls) _
50 25 0 50 100
SCALE: 1" = 50'
LEGEND
• = SET #5 REBAR AND 1-1/2" ALUMINUM
CAP STAMPED "LS 28262 JR ENG"
0 — RECOVERED #5 REBAR AND 1-1/2" ALUMINUM
CAP STAMPED "LS 32825 JR ENG"
= RECOVERED SECTION CORNER AS DESCRIBED
= RECOVERED SECTION ONE —QUARTER CORNER
AS DESCRIBED
FINAL PLAT
RIGDEN FARM -NORTHWEST ROADS
JOB NO. 39164.15
JUNE 29, 2005
SHEET 3 OF 3
J"R ENGINEERING
A Westrian Company
M East Prospect Fload, SIA 190 " Fat Coins, W 80525
970-491-90 • Fax 970-491-9W • wwwjrergirmnngoom