HomeMy WebLinkAboutSETTLERS CREEK REPLAT - Filed S-SUBDIVISION PLAT - 2008-09-09M
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FINAL PLAT
SETTLER'S CREEK FIRST REPLAT
o EOHG Q [REPLAY OF SETTLER'S CREEK LOCATED ATEDD ON THE BOMTHYEST ONEmQUAR7ER OF SECTOOO Nnl 369
TOYNSHOP 7 HOO RTH9 RANGE (39 WEST OF THE (MTN PROHCOPAL HERODD OAN
COTT OF FORT COOLLON S, COUNTY UNTY OF LAROMER9 STATE OF COLORADO
IVISI
KNOW ALL MEN BY THESE PRESENTS, THAT THE UNDERSIGNED, BEING OWNERS OF THE FOLLOWING DESCRIBED LAND;
A PORTION OF THE SOUTHWEST ONE —QUARTER OF SECTION 36, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6th PM, CITY
OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
SETTLER'S CREEK
WHICH ABOVE DESCRIBED TRACT CONTAINS AN OVERALL CALCULATED AREA OF 13.62 ACRES, MORE OR LESS, HAVE CAUSED
THE ABOVE DESCRIBED LAND TO BE SURVEYED AND SUBDIVIDED INTO LOTS, TRACTS, STREETS, AND EASEMENTS AS SHOWN ON
THIS PLAT TO BE KNOWN AS 'SETTLER'S CREEK FIRST REPLAT', SUBJECT TO ALL EASEMENTS AND RIGHTS —OF —WAY NOW OF
RECORD OR EXISTING OR INDICATED ON THIS PLAT.
)F DEDI
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 Sill 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.
ANCE
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 WALL ASSURE COMPLIANCE ON A CONSISTENT BASIS NTH
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.
]-fl
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.
NOTICE:
ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND RECONSTRUCTION OF THE PRIVATE STREETS AND/OR DRIVES
LOCATED ON THE PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE OWNERS OF SAID PROPERTY,
EITHER INDIVIDUALLY, OR COLLECTIVELY, THROUGH A PROPERTY OWNERS' ASSOCIATION, IF APPLICABLE. THE CITY OF FORT COLLINS
SHALL HAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR RECONSTRUCTION OF SUCH PRIVATE STREETS AND/OR DRIVES NOR
SHALL THE CITY HAVE ANY OBLIGATION TO ACCEPT SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES.
PROJECT
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VICINITY MAP
NTS
SETTLER'S CREEK APARTMENTS, L.P
BY: R'S CREEK, LLC.
(SIGNATURE)
I!Nfk^A%*A_ AS _CI
(NAME)- (TITLE)
STATE OF µr556ttPr )
)s.s.
COUNTY OF
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS 13 DAY OF fXul5, 2002 , BY
&Jew^ Af-15" FOR THE PURPOSE HEREIN ABOVE SET FORTH.
WITNESS MY HAND AND OFFICIAL SEAL.
MY COMMISSION EXPIRES:10 -q- l01 ?�
NATIONAL CITY BANK
)I!,ew1v
(S GNATUR )
NOTICE OF OTHER DOCUMENTS: NQnea A.'?O? ns
ALL PERSONS TAKE NOTICE THAT THE DEVELOPER AND/OR OWNER HAS EXECUTED CERTAIN DOCUMENTS PERTAINING TO THIS (NAME)
DEVELOPMENT WHICH CREATE 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 M
WITH THE LAND. THE SAID DOCUMENTS MAY ALSO BE AMENDED FROM TIME TO TIME AND MAY INCLUDE, WITHOUT LIMITATION, THE STATE OF tr M0& j • )
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 )s.s.
EXAMINED BY ALL PERSONS INTERESTED IN PURCHASING ANY PORTION OF THE DEVELOPMENT SITE. COUNTY OF%job; 45)
==Public,
SIEWARI
, Notary Seal
Missouri County;Y 08412687plres June 04, 2012
NOTARY PUBLIC
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS *4 DAY OF&yd, 20M BY
WITNESS MY HAND AND OFFICIAL SEAL.
MY COMMISSION EXPIRES:
THE PURPOSE HEREIN ABOVE SET FORTH.
APPROVED
AS
TO
FORM,
CITY
ENGINEER:
BY THE CITY ENGINEER OF THE
CITY OF
FORT COLLINS, COLORADO
�p�
THIS Z� DAY OF 'F A.D., 2001.
CITY ENGINEER
Fpi cl PLANNING APPROVAL:
';O
S�q:z BY THE DIRECTOR OF PLANNING OF THE CITY OF FORT COLLINS, COLORADO THIS DAY OF A.D., 2009
`7 :y
'S CE
N:
I HEREBY CERTIFY THAT THIS SUBDIVISION PLAT HAS BEEN DULY EXECUTED AS REQUIRED PURSUANT TO SECTION 2.2.3(C)(3)(a) 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 LIMITED AS AUTHORIZED BY SECTION 2.2.3(C)(3)(f) OF
THE LAND USE CODE.
1
ATEME
0112% vc
TTORNEY
REGISTRATION4DDRESS: Alinmoguy
I, CHAD R. WASHBURN, A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO, 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 FOREGOING PLAT IS AN ACCURATE REPRESENTATION THEREOF, ALL THIS TO THE BEST OF
MY KNOWLEDGE, INFORMATION AND BELIEF.
16 37383
J��NA( LAN4 S�
CHAD R. WASHBURN, PLS
COLORADO PLS NO. 37963
FOR AND ON BEHALF OF JR ENGINEERING, LLC.
1. THIS LAND SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY JR ENGINEERING, LTD. TO DETERMINE OWNERSHIP OF THIS TRACT, VERIFY
THE DESCRIPTION SHOWN, VERIFY THE COMPATIBILITY OF THIS DESCRIPTION WITH THAT OF ADJACENT TRACTS, OR VERIFY EASEMENTS OF
RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS —OF —WAY OR TITLE OF RECORD, JR ENGINEERING RELIED UPON TITLE
COMMITMENT NO. S0200571, AMEND. NO. 3, PREPARED BY SECURITY TITLE GUARANTY COMPANY, DATED OCTOBER 15, 2007 AT 7:30 A.M.
2. BASIS OF BEARING: THE WEST LINE OF THE SOUTHWEST ONE —QUARTER OF SECTION 36, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE
6TH P.M., BEING MONUMENTED ON THE SOUTH END BY A 2 1/2" ALUM. CAP STAMPED "LS 17664" AND AT THE NORTH END BY A 3" BRASS
CAP STAMPED "LS 17497", IS ASSUMED TO BEAR N00'05'28"W, WITH A DISTANCE OF 2646.02' FEET BETWEEN SAID MONUMENTS.
3. LOTS 1-3 ARE HEREBY DEDICATED AS UTILITY, DRAINAGE AND ACCESS EASEMENTS WITH THE EXCEPTION OF THOSE POR11ONS WITHIN SAID
LOTS WHICH ARE LABELED AS "BUILDING ENVELOPES".
4. THE AREA TOTALS OF LOTS 1-3 AS SHOWN ARE GROSS SQUARE FOOTAGE AND INCLUDE THE AREA OF THE BUILDING ENVELOPES WHICH
ARE SITUATED WITHIN THE BOUNDARY OF SAID LOTS.
FINAL PLAT
SETTLER'S CREEK FIRST REPLAT
JOB NO. 39402.02
7/11 /08
SHEET 1 OF 2
J-R ENGU41 FRTNG
A Westrian Company
S-264 2553
M
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L0
(V
WEST QUARTER CORNER
SEC. 36, T7N, R69W
FOUND 3" BRASS
CAP "LS 17497"
I \
I
I
FINAL PLAT
SETTLER'S CREEK FIRST REPLAT
EOHQ A REPLAT OF BETTLER'S CHEEK LOCATED ON THE SOUTHWEST ONEmQUARTER OF BEC790H 369
70 1i NSHOP 7 H OOQ y RANGE 69 WEST OF THE GTH PRONC OPAL HERMANnl
COTY OF FORT COLLONS9 COUNTY UNTY OF LARO lER9 I STATE OF COLORADO
LOT 1, JrK SENIOR TRACT R, SO.MERSE7 P.U.D.
APARTMENTS
.106) ,(L107) (L108)\ (L109)\ (L110)\ (L111)
2) AL113)
4)
-------------------------------------
p5l i B.E. 1 i 1 B.E. 2 �i B.E. 3 i I B.E. J .I I+ B.E. K 1 1 B.E. L .I L B.E. M i I B.E. N i B.E. 0 i I B.E. P it (<�04 I
\\ l�, ; 1,917 SF 1,775 SF if 1,775 SF 1-331 SF J L 1-331 SF- i i 1,331 SF J--1,331 SF J i -1-331 SF -;-I-1,331 SF J-1,331 SF J - I
_- -----
--
\ ---------- L3
24' EAE
L12\\�i! G�j�-----1---------------------- L14-------------------------------�\�j \\j ijr- it
It
\ 1i mM it
\\ �AE / / I; �I (L133) (L134) (L135) If
I I it
---- -- �41---------- 4 ----------------- f
\ N I ----- - `�__--____-__--� 1-------- L51-TG---____-_____
`+I i i I I I I I L76
S2532'55"EI \ / G v�/ I�-I I 1 1 i i I r I 24' 11 U- I
\ \ 24' Ir I 1 I I I 1 I (( EAE II cn II
\ /� // I EAE I to I i 9.E. B I I r-I I I �')i I.i Irio
13,698 SF n+ii bo 14,832 SF p, N 13 865 SF of i i I II m M iIN
ry II�7
ip
o\ \� \ ; �4__ i i i II Ifo
--_--_
--- ---------L=9--_--_-_-_I 1 vl 1 to to I o
\ \ L62 r- B.E. D I I 1 4i 10
\ \ ��---- ----1` ICI 13,574 SF I I if m e7 Ilo
LOT 1 1 I
IZ
\ J�� --------------� 56-----------__, I I
- Io I----- -I
540,329 SF
\ ` LOT 2 J' \ \ �� B.E. 10 `� I i i i II n II
`� `AiA. \ \ ! 13,153 SF I i i i I li CLj
6 M rl
26.571 SF ; \`�6. \ \ S��` �` \ B.E. F ,MI 1 I I 11 iI
13,665 SF JI I I 1
LOT 1, LANDINGS PARK SUBDIVISION
110.00'
15)
(L116)
W
0
0
0
0
0
(L117) o
DETENTION POND ESMT.
REC. NO. 20080012304
50 25 0 50 100 \15 UE
SCALE: 150' \ 61
(Ll
)
L54 1 I li o rn
WN
r rL24� L69
�j---_----------- IL----
O• L67
G�^ Ll
B.E. E �I I I> N 1
"� '!► \ ` !�C' ��` \ \ I I I 24' I I 24' I i n 13 398 SF I I I I • n
119)
S89'35'11"W 110.00'
LEGEND ��i rQ �s� \ OK OR F1 !�j` \ I� rl
B.E. G I EAE EAE I
0S \ \ Im 13,519 SFtx I I I vim/ i PJ
( ) DENOTES A SWING TIE DIMENSION FOR LOCATION V \ \\ `\l�yp `� \\ m\ i I I� JI IN ml j
L1 OF A BUILDING ENVELOPE OR EASEMENT \ o \ I I L--__-____�--_-__-_-
Fp \ el:zo
LOT 3 1 I I I I / L28
�\'Q `� ► I I---------------�64-----------------� I I / /
B.E. BUILDING ENVELOPE y� \ �` 26,337 SF I I I I I /,�� ry01
UE UTILITY EASEMENT (WIDTH VARIES) p, \ �` 1 I J o-1 Itff. S45 ���
rri \ `� in I ?S _ _ /�y�` Cam\ tv L+\ / �i /
EAE EMERGENCY ACCESS EASEMENT (WIDTH VARIES) 6` � � - - - - - - - - - - - - - -- G � - - V ?� - - - - - - - - /\ �P /
J \ ` '� oI 1 L25 L21 L17 C /
DE DRAINAGE EASEMENT \ ` �';�1 h I rn (L127) 24' EAE ?0
\\ \L-•t L81_ G0�- - - - - - L - - - - - - - - - - - - �6- - - - - - - - - - - - - - - - - - Ce C19 /
FOUND NO. 5 REBAR & ALUM. CAP - - - ��� ry� /- -
STAMPED "JR ENG LS 28262" \\ \ �5 OI rnN / -_--) i(CNI ) /( )-(_-)--- I
L125 L124 L123 L122
FOUND REBAR do YELLOW PLASTIC \ I m .� I B.E. 8 I I B.E. 7 I I B.E. 6 I I B.E. 5 I I B.E. 4 - 11
• CAP STAMPED "LS 16415" UNLESS \ I JI I 1,888 SF I I 1,750 SF I 1 1,750 SF I 1 1,750 SF I 1 1,750 SF 1
NOTED OTHERWISE - - - - - �- -I c_-= = _-- - =- _^ - =- =-= - _ -�� - =-_ -- - N -
\\ 1 L83 I 24' I N61'2837'E lam? 20' DRAINAGE EASEMENT
FOUND NAIL & 1" DISK IN CONC. y �`L EAE y 31.51 J RECEPTION NO. 97074166
owol STAMPED "LS 28262" Q"\� ` �° L144 I OT RI DC}< 7
zcn�l
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N
3-
In '
00
m_jol
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In Z I
---- \ } -- 14 uILITYsN -/ ti HAR>yION`ICrN-rRr --
REC T191�N�499Q9 a� L142 „5 �
}
A 113.42' - 14191700'00'E 415.00'
N90'00'00"E 1560.12'
BUILDING ENVELOPE DETAILS
L90
i L87 -----i _
r1�° °DI iL88 t
I
m L---- L85 __ \ I I
Oo TYPICAL FOR BUILDING I� -iI\^_ _
ENVELOPES 4-7 !
I
I
r---L97
J
*IL95
olI
\TYPICAL FOR BUILDING
ENVELOPES J, L, N
AND P
JI Io
L14✓�'j°�'
E _L14.�-
TYPICAL FOR BUILDING
SOUTHWEST CORNER ENVELOPES K, M AND 0
SEC. 36, T7N, R69W
FOUND 2-1/2" P+IL'1AM,
FOR BUILDING
Q-V
L102 -o
0
TYPICAL FOR BUILDING
ENVELOPES 2 AND 3
------------+
ILOL153 LoI
IJ JI
L------ �12----
BUILDING ENVELOPE 1
CAP "LS 17664" L1_58 _____ i
ILo
1 IJ
NOTICE: L156
BUILDING ENVELOPE 8
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.
\ FOUND 1" YPC
(ILLEGIBLE)
LINE TABLE
LINE
BEARING
LENGTH
L1
N00'00'00"E
28.44
L2
N59'32'59"E
32.37
L3
N89'53'40"E
703.90
L4
S00'09'12"E
262.31
L5
S45'00'00"W
103.93
L6
N90'00'00"E
367.32
L7
N00'00'00"E
80.00
L8
N90'00'00"W
24.00
L9
N00'00'00"E
152.22
L10
S33'36'35"E
178.71
L11
N00'06'20"W
34.98
L12
N89'53'40"E
3.94
L13
N59'32'59"E
33.38
L14
N89'53'40"E
626.96
L15
S00'09'12"E
263.73
L16
S45'00'00"W
102.63
L17
N90'00'00"E
65.86
L18
NOO'00'00"El
102.87
L19
S90'00'00"W
24.00
L20
N00'00'00"W
104.00
L21
N89'59'45"W
16.26
L22
S00'00'00"E
104.00
L23
N00'00'00"W
102.87
L24
S90-00.00"W
24.00
L25
N90'00'00"E
177.73
L26
S33'36'35"E
178.71
L27
N00'06'20"W
34.98
L28
N89'35'11 "E
43.28
L29
N00'00'00"E
63.61
INTENTIONALLY OMITTED
73.08' L8
10' ELECTRIC LINE EASEMENT 16' GRANT OF RIGHT OF WAY AND
RECEPTION NO. 90017485 UTILITY EASEMENT BOOK 1930 PAGE 330
LINE TABLE
LINE BEARING
LENGTH
INTENTIONALLY OMITTED
L32
N5623'25"E
77.75
L33
S33'36'35"E
175.75
L34
S56'23'25"W
77.75
L35
N3336'35"W
175.75
L36
N56'23'25"E
77.75
L37
S33'36'35"E
173.75
L38
S56 23'25"W
773i
L39
N33'36'35"W
173.75
L40
N00'06'20"W
54.33
L41
N89'53'40"E
166.58
L42
S00'06'20"E
83.24
L43
S89'53'40"W
155.02
L44
N21'54'03"W
31.13
L45
N89'53'40"E
192.41
L46
S00'06'20"E
77.08
L47
S89'53'40"W
192.41
L48
N00'06'20"W
77.08
L49
N89-53'40"E
166.58
L50
N00'06'20"W
83.24
L51
S89'53'40"W
166.58
L52
S00'06'20"E
83.24
L53
S00'00'02"W
77.75
L54
N89'59'58"W
175.75
L55
N00'00'02"E
77.75
L56
S89'59'58"E
175.75
L57
S33'00'36"E
52.73
L58
S56'59'24"W
5.00
L59
S33'00'36"E
49.39
L60
N56-59'24"E
66.78
LOT -1, SLOCK 2
HARMONY CENTRE
LINE TABLE
LINE
BEARING
LENGTH
L61
N33'00'36"W
82.98
L62
S90'00'00"W
70.43
L63
S56-59'24"W
58.99
L64
N89'59'58"W
175.75
L65
N00'00'02"E
63.37
L66
N54'33'39"E
24.79
L67
S89'59'58"E
155.55
L68
S00'00'02"W
77.75
L69
S89-59'58"E
160.00
L70
S00'00'02"W
60.86
L71
S45'00'02"W
23.89
L72
N8959'58"W
158.86
L73
N00'00'02"E
62.00
L74
N45-00'02"E
22•27
L75
N00'09'12"W
162.29
L76
S89'50'48"W
77.75
L77
S00'09'12"E
175.75
L78
N89'50'48"E
64.29
L79
N44'50'48"E
19.03
L80
N00'00'00"E
44.00
L81
N90'00'00"E
31.00
L82
S00'00'00"E
44.00
L83
S90'00'00"W
31.00
L84
S00'00'00"W
25.00
L85
N90'00'00"W
70.00
L86
N00'00'00"E
25.00
L87
S90'00'00"E
70.00
L88
N89'50'48"E
16.08
L89
N00'09'12"W
5.25
L90
N89'50'48"E
11.50
\ 73.64'
\NO -BUILD EASEMENT AGREEMENT
RECEPTION NO. 97074168
70' TEMPORARY CONSTRUCTION EASEMENT
AGREEMENT FOR POSSESSION AND USE
DEDICATED TO THE CITY OF FORT COLLINS
RECEPTION NO. 97022090
TO BE VACATED BY THIS PLAT
60' TEMPORARY CONSTRUCTION EASEMENT
DEDICATED TO THE CITY OF FORT COLLINS
BOOK 1930 PAGE 333
TO BE VACATED BY THIS PLAT
LINE TABLE
LINE
BEARING
LENGTH
L91
S00'09'12"E
51.92
L92
S89'50'48"W
27.58
L93
N00'09'12"W
46.67
L94
N00'06'19"E
16.10
L95
S89'53'41"E
3.78
L96
NOO'06'19"E
11.50
L97
N89'53'41"W
50.45
L98
SOO'06'19"W
27.60
L99
S89'53'41"E
46.67
L100
N89'53'40"E
71.00
L101
N00'06'20"W
25.00
L102
S89'53'40"W
71.00
L103
S00'06'20"E
25.00
L104
N67'13'03"W
89.94
L105
N57'55'15"E
47.21
L106
N89'53'40"E
4.00
L107
N89'53'40"E
2.33
L108
N73'18'41 "E
16.70
L109
N89'52'19"E
4.93
L110
N88'34'52"E
8.01
L111
N89'52'19"E
4.93
L112
N88'34'30"E
7.97
L113
N89'52'20"E
_5_. _00
L114
N88'34'34"E
7.98
L115
S00'09'12"E
8.00
L116
S00'09'12"E
4.00
L117
S00'09'12"E
8.00
L118
S00'09'12"E
4.00
1_119
N00'09'12"W
8.00
L120
N34*28'32"Ei
47.83
LINE TABLE
LINE
BEARING
LENGTH
L121
S31'47'08"E
78.18
L122
N90-00'00"E
5.00
L123
S90'00'00"W
6.00
L124
S90'00'00"W
6.42
L125
N90'00'00"W
5.08
L126
N36'01'58"E
71.54
L127
S00'01'39"E
24.00
L128
N16'20'43"W
34.56
L129
N67'35'50"E
49.87
L730
N47'02'14"E
49.58
L131
N21'47'51 "W
24.30
L732
S51-17'31"El
71.21
L133
S76'58'07"E
10.27
L134
N76'45'43"E
10.27
L135
S72'08'12"E
9.79
L736
N12'07'06"E
34.91
L137
N29'47'55"W
43.92
L138
N23'00'09"E
37.44
L139
N26'04'35"W
34.65
L140
N07'46'34"W
26.37
L142
N90'00'00"E
35.83
L143
N45'00'00"E
20.51
L144
N90'00'00"E
130.45
L145
S89'53'41"W
46.67
L146
N89'53'41"E
50.45
L147
N00'06'19"W
11.50
L148
S8953'41"W
3.78
L149
N00'06'19"W
16.08
L150
S00'06'19"E
27.58
L151
N8953'WEI
76.67
LINE TABLE
LINE
BEARING
LENGTH
L152
NOO'06'20"W
25.00
L153
S8953'40"W
76.67
L154
S00'06'20"E
25.00
L155
S00'00'00"W
25.00
L756
N9000'00"W
75.50
L157
N00'00'00"E
25.00
L158
S90'00'00"E
75.50
L159
N56'59'24"E
11.62
L160
S33'00'36"E
12.09
L161
N66'04'21"E
45.21
T
'Zc Ce
te
��/DNA( LAN4 SJ�
FOUND NO. 5 REBAR\
174.26'
DETENTION POND EASEMENT AGREEMENT
RECEPTION NO. 97074167
UNPLAT TED
FC TIMBERLINE
DEVELOPMENT, LLC
UNPLATTED
FC TIMBERLINE
DEVELOPMENT, LLC
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
CHORD
BEARING
Cl
1'37'35"
700.00
19.87
19.87
S32'47'47"E
C2
3*04'18"
700.00
37.53
37.52
S30'26'50"E
C3
18'01'29"
139.00
43.73
43.55
N50'32'14"E
C4
48'22'10"
162.00
136.76
132.74
S65'42'35"W
C5
89'57'08"
50.00
78.50
70.68
N45'07'46"W
C6
45'09'12"
50.00
39.40
38.39
N22'25'24"E
C7
85'04'58"
50.00
74.25
67.61
N87'32'29"E
C8
40'04'58"
20.00
13.99
13.71
N69'57'31"W
C9
90'00'00"
25.00
39.27
35.36
S45'00'00"W
C10
33'36'35"
88.00
51.62
50.88
N16'48'17"W
C11
33'30'15"
162.00
94.73
93.39
S16'51'27"E
C12
40'33'08"
138.00
97.67
95.65
S69'37'06"W
C13
90'00'00"
25.00
39.27
35.36
N45'06'20"W
C14
2543'47"
100.00
44.91
44.53
S36'28'39"W
C15
35*56'14"
45.50
28.54
28.07
N4134'52"E
C16
90,00,00"
25.00
39.27
35.36
S44'53'40"W
C17
89-57*08"
25.00
39.25
35.34
N45'07'46"W
Cl 81
45-09'12"
25.00
19.70
19.20
N2225'24"E
C19
79'04'15"
25.00
34.50
31.83
N84'32'07"E
C20
34-04'15-
62.00
36.87
36.33
N72'57'53"W
C21
90'00'00"
15.00
23.56
21.21
S45'00'00"E
C22
90*00'15"
13.87
21.79
19.62
N45'00'07"E
C23
89'59'45"
13.87
21.79
19.61
S44'59'53"E
C24
90100'00"
15.00
23.56
21.21
N45'00'00"E
C25
89-15'25"
25.00
38.95
35.13
S45'22'17"E
C26
32-52'00"
112.00
64.25
63.37
N17'10'35"W
C27
33*30'15"1
138.001
80.70
79.55
S16'51'28"E
FINAL PLAT
SETTLER'S CREEK FIRST REPLAT
JOB NO. 39402.02
7/11 /08
SHEET 2 OF 2
J-R ENGINEE rNG
A Westrfan Company
0 .. ' I. :1.
' 1 ' 'iii ' 1 ,• "ir 1N
S.264 2553