HomeMy WebLinkAboutMCCLELLANDS CREEK THIRD - Filed S-SUBDIVISION PLAT - 2011-03-22McCLELLAND'S CREEK THIRD FILING
McCLELLANDS CREEK THIRD FILING
v
N BEING A R PLAT OF BLOCKS 1-7, COMMON AREA LOTS A-C AND COMMON AREA LOTS E-K, McCLELLAND'S CREEK PD & PLD SECOND FILING,
LOCATED IN THE NORTH 1/2 OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 6 NORTH, RANGE 68 WEST
`V OF THE 6 H PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
!1
f
STATEMENT OF OWNERSHIP AND SUBDIVISION:
MAINTENANCE GUARANTEE:
Know all men by these presents, that the undersigned, being owners of the fo
Blocks 1-7, Common Area Lots A-C, and Common Area Lots E-K, McClellr
Northeast Quarter of Section 9, Township 6 North, Range 68 West of the 6th
Colorado.
Have caused the above described land to be surveyed and subdivided into lots,
McCLELLAND'S CREEK THIRD FILING, subject to all easements and righl
CERTIFICATE OF DEDICATION:
described land:
Creek PD & PLO Second Filing, located in the North Half of the
aipal Meridian, City of Fort Collins, County of Larimer, State of
and streets as shown on this plat to be know as
ray now of record or existing or indicated on this plat.
The undersigned does hereby dedicate and convey to the City Of Fort Collins, olorado, for public use, forever, the streets easements as laid
out and designated on this Plat; provided, however, that (1) acceptance by the c 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 is dedication of streets does not impose uponthe city a duty to
maintain streets so dedicated until such time as the provisions of the Mainten a Guarantee have been fully satisfied.
OWNER: McCreek, LLC, a Col limited liability company
BY: DATE: ey
ME
STATE OF COLORADO )
)ss.
COUNTY OF LARIMER )
The f reg In i mtyu acknowledged before
b as
Witness my hand and official seal.
My commission expires: -
� �'•Fii5L1(e
V
Notary Public
G7y
OWNER: McCI (land Creek H Association, Inc.
BY: DATE:
P�s�dP,�f
STATE OF COLORADO )
)ss.
COUNTY OF LARIMER )
The forygoin instrument w knowledged before me
b
IV
Witness myVhandoMcial seal.
My commission expires:
,fteuc
Notary Public
OWNER: South Fort Collins Sanitation District (Outlot H)
BY: DATE: 7. 2 7 • zo r o
STATE OF COLORADO )
)as•
COUNTY OF LARIMER )
The f° of instrument was ac w edg fore me thi
by�%Ildl)I __ �//� as f
Witness my hand and official seal. ®56t..."
c:^ NOTAR),
My commission expires: - -0 9:.
pVBLIG
�Oye COL
Notary Public
20/jO
McCreek, LLC, a Colorado limited liability company, hereby wan -ants 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.
McCreek, LLC, a Colorado limited liability company, 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. McCreek, LLC, a Colorado limited
liability company, 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 McCreek, LLC, a Colorado limited liability company, 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 McCreek, LLC, a Colorado limited
liability company,.
REPAIR GUARANTEE:
In consideration of the approval of this final plat and other valuable consideration, McCreek, LLC, a Colorado limited liability company, 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, McCreek, LLC, a Colorado limited liability company, 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 McCreek, LLC, a Colorado limited liability company, 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.
ATTORNEY'S CERTIFICATE:
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 Latimer 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.
Attorney
Address: % S S //r.r a ul
Registration No. b r 86
SIGHT DISTANCE EASEMENT RESTRICTIONS:
Sight Distance Easement - The sight distance easement is an easement required by the City at some street intersections
where it is necessary to protect the line of sight for a motorist needing to see approaching traffic and to react safely for
merging their vehicle into the traffic flow. The following are requirements for certain objects that may occupy a sight
distance easement for level grade:
1. Structures and landscaping within the easement shall not exceed 24 inches in height with the following
exceptions:
2. Fences up to 42 inches in height may be allowed as long as they do not obstruct the line of sight for motorists.
3. Deciduous trees may be allowed as long as all branches of the trees are trimmed so that no portion thereof or
leaves thereon hang lower than six (6) feet above the ground, and the trees are spaced such that they do not
obstruct line of sight for motorists. Deciduous trees with trunks large enough to obstruct line of sight for
motorists shall be removed by the owner.
For non -level areas these requirements shall be modified to provide the same degree of visibility
PROJECT
LOCATION
S e Creek
KECHTER ROAD
o
tend Q p
i
Y�
U
N
N
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of
Z
FOSSIL CREEK
RESERVOIR
Nt
\ r ►l��
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.
NOTES:
1. The Basis of Bearing is the North line of the Northeast 1/4 of Section 9 as bearing South 88°2848" East with all other
bearings contained herein relative thereto.
2. All easements, or portions of easements, within the limits of this Plat, which were previously dedicated, are hereby
vacated, unless otherwise noted.
NOTICE OF OTHER DOCUMENTS:
All persons take notice that the Developer and/or Owner has executed certain documents pertaining to this 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 convenants 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.
SURVEYOR'S STATEMENT:
I, Gerald D. Gilliland, a Colorado Registered Professional 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.
Gerald D. Gilliland psi✓
Colorado Registered Professional Land Surveyor #14823
APPROVED AS TO FORM, CITY ENGINEER: 1
By the City Engineer of the City of Fort Collins, Colorado this2d�ay of �RB�l. 20AL.
�`�"_"'� rFOR;,/� . City Engineer
PLANNING APPROVAL:
By the Director of Planning of the City of Fort Collins, Colorado this,*_Day of �Ew 20T.
Director of Planning
M-121 261 4
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Sheet
1
Of 3 Sheets
THIRD
McCLELLAND'S CREEK THIRD FILING
I..
McCLELLAND'S CREEK THIRD FILING
BEING A
EPLAT OF BLOC
S
1-7,
COMMON AREA LOTS A-C AND COMMON AREA LOTS E-K, McCLELLAND'S
CREEK
PD
& PLD SECOND FILING,
LOCATED
N
THE
NORTH
1/2
OF
THE
NORTHEAST
1/4
OF
SECTION
9,
TOWNSHIP
6
NORTH,
RANGE
68
WEST
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
LENGTH
CHORD
BEARING
Cl
23.96'
15.00
91'31'12"
21.49'
S45'45'36
C2
7.65'
61.50
7.07'30"
7.64'
NO3'33'45
E
C3
25.43'
15.00
97*07'30"
22.49'
S41'26'15
E
C10
343.32'
400.00
49'10'37"
332.88'
N24'31'06
E
C11
23.16'
15.00
88'28'37"
20.93'
N44714'18
C12
23.12'
15.00
1 88'19'41"
20.90'
N44'18'58
C13
23.56'
15.00
90'00'00"
21.21'
N45'00'00
E
C15
23.56'
15.00
90'00'00"
21.21'
N45'00'00
C16
23.56'
15.00
90'00'00"
21.21'
S45'00'00
C17
43.15'
191.50
12'54'38"
43.06'
N83'32'41
C18
31.21'
138.50
1754'38"
31.14'
N8332'41
C19
31.21'
138.50
12'54'38"
31.14'
S83'32'41
E
C20
43.15'
191.50
12'54'38"
43.06'
S83'32'41
E
C21
435.11'
138.50
180'00'00"
277.00'
N00'00'00
E
C22
261.96'
191.50
78.22'40"
242.01'
N50'48'40
C23
20.55'
15.00
78*29*51"
18.98'
S50'52'16
E
C24
23.57'
15.DO
9901'56"
21.22'
N44'51'51
E
C25
23.55'
15.00
8W58'04"
21.21'
N45'08'09
C26
20.27'
15.00
77*25'21"
18.76'
S51'10'08
C27
262.39'
191.50
78'30'12"
242.34'
N50'44'52
E
C28
71.19'
191.50
21.18'03"
70.78'
S79'20'59
E
C29
51.49'
138.50
21'18'03"
51.19'
S79'20'59
E
C30
71.19'
191.50
21'18'03"
70.78'
N79'20'59
C31
51.49'
138.50
1 21'18'03"
51.19'
IN79'20'59
C32
23.56'
15.00
90'00'00"
21.21'
S45'00'00
E
C33
23.56'
15.00
9900*00"
21.21'
N45'00'00
E
C34
23.56'
15.00
9900'02"
21.21'
S4459'39
C35
23.56'
15.00
90'00'00"
21.21'
N45'00'00
C36
23.56'
15.00
90'00'00"
21.21'
S45'00'00
C37
46.52'
18&50
14'08'28"
46.41'
S8T55'46
E
C38
155.86'
75.50
118'16'56"
129.62'
S45'00'00
C39
46,5 '
188.50
14-08'28"
46.41'
NOT04714
C40
23.56'
15.00
90'00'00"
21.21'
S45'00'00
E
C41
23.56'
15.00
90'00'00"
21.21'
S45'00'00
C42
729.63'
464.50
90'00'00"
656.90'
S45'00'00
E
C43
646.38'
411.50
90'00'00"
581.95'
S45'00'00
E
C44
23.56'
15.00
90'00'00"
21.21'
N45'00'00
E
C45
23.56'
15.00
90.00'00"
21.21'
N45'00'00
C46
301.27'
191.50
90'08'17"
271.15'
S45'04'09
E
C47
217.95'
138.50
90'09'45"
196.15'
S45'04'52
E
C48
23.56'
15.DO
90'00'00"
21.21'
N45'00'00
C49
23.56'
15.00
90'00'00"
21.21'
S45'00'00
C50
217.56'
138.50
90'00'00"
195.87'
N45'00'00
C51
300.81'
191.50
9900'00"
270.82'
N45'00'00
C52
34.63'
38.50
51'32'13"
33.47'
S25'46'07
E
C53
326.08'
66.00
83.04'26"
82.11'
N90'00'00
E
C54
34.63'
38.50
51'32'13"
33.47'
N25'46'07
E
C55
2.56'
188.50
O'46'40"
2.56'
S89'36'40
E
C56
43.96'
188.50
13'21'48"
43.86'
S82'32'26
E
C57
6.64'
1 75.50
5'02'34" 1
6.64'
1 N78'22'49
NORTH QUARTER CORNER
SECTION 9, TSN, R68W
FOUND CONCRETE NAIL
MONUMENT FALLS IN MANHOLE
UNABLE TO SET. SEE MONUMENT RECORD
FOR SET REFERENCE MONUMENT TIES, LS 17497 - - -
FND j4 REBAR
W/CAP LS 22098
OF THE ETH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
CURVE TA
LE
CURVE
LENGTH
RADIUS
DELTA
CHORD
LENGTH
CHORD
BEARING
C58
51.88'
75.50
39'22'17"
50.87'
S79'24'46"W
C59
32.87'
75.50
24'56'46"
32.61'
S47*15'14"W
C60
20.06'
75.50
15'13'21'
20.00'
S27*1O'11"W
C61
38.67'
75.50
2W20'3
" 38.24'
S0453'14"W
C62
5.74'
75.50
4'21'23
5.74'
S11'37'45"E
C63
44.86'
188.50
13'38'03'
44.75'
N07'19'26"W
064
1.67'
188.50
0.30.25
1.67'
N00'15'12W
C65
6.47'
464.50
0'47'53
6.47'
SOO'23'56"E
C66
60.23'
464.50
7'25'45
60.19'
SO4'30'45"E
C67
66.59'
464.50
8'12'51
66.54'
SI2'20'03"E
C68
48.85'
464.50
6'01'30'
48.82'
S19'27'14"E
C69
58.02'
1 464.50
7.09'23
57.98'
S26'02'41 1
C70
65.34'
1 464.50
8'03'36
65.29'
S33'39'11"E
C71
69.48'
464.50
8.34'12
69.41'
S41-58'05"E
C72
25.39'
464.50
3'07'54
25.39'
S47'49'07'E
C73
68.37'
464.50
8'26'02
68.31'
S53'36'05"E
C74
66.92'
464.50
8'15'15
66.86'
S61'56'44"E
C75
59.67'
464.50
7'21'37
59.63'
S69'45'10"E
C76
64.95'
464.50
1 8'00'43
64.90'
S77'26'20"E
C77
66.52'
464.50
8'12'19 1
66.46'
S85-32'51"E
778
2.84'
464.50
0.20'59
2.84'
S89'49'30"E
C79
26.97'
191.50
8'04'11'
26.95'
SO4'02'06"E
C80
45.15'
191.50
13.30'31
45.05'
S14-49'26"E
C81
53.56'
191.50
16'01'28'
53.38'
S29'35'26"E
C82
53.56'
191.50
16'01'28'
53.38'
S45'36'54"E
C83
57.13'
191.50
170529
56.91'
S62'10'22"E
C84
49.01'
191.50
14'39'53'
48.88'
S78'03'04"E
C85
15.89'
191.50
4-45'17
15.89'
S87-45'39"E
C86
43.59'
411.50
6'04'08
43.57'
S86'57'56"E
C87
80.56'
411.50
11*12'59"
80.43'
S78'19'22"E
C88
79.14'
411.50
11*01'11
79.02'
S67'12'18"E
C89
79.80'
411.50
1 11*06'39"
79.67'
S56'08'23"E
C90
46.81'
411.50
6'31'04
46.78'
S47'19'31"E
C92
82.94'
411.50
11'32'53"
82.80'
S38'17'33"E
C93
79-43'
411.50
11*03'35"
79.31'
S26'59'19"E
C94
68.59'
411.50
9'33'02
68.51'
S16'41'00"E
C95
79.06'
411.50
11*00'27
78.93'
S06'24'16"E
C96
6.47'
411.50
0'54'02
6.47'
SOO'27'01 "E
C97
37.65'
191.50
11*15'48
37.58'
N84'22'06"W
C98
45.38'
191.50
13-34'37'
45.27'
N71'56'54"W
C99
45.38'
191.50
13'34'37'
45.27'
N58'22'17"W
C100
45.38'
191.50
13-34'37'
45.27'
N44-47'41"W
C101
45.38'
191.50
13'34'37
45.27'
N31'13'04"W
C102
41.58'
191.50
12'26'25'
41.50'
N18*12'33"W
C103
1.23'
191.50
0'22'00'
1.23'
N11'48'20"W
C104
27.28'
191.50
8.09'44
27.26'
S81-10'13"E
C105
15.87'
191.50
4-44'55
15.87'
S8T37'33"E
C106
9.61'
138.50
3-58'27'
9.60'
N88'00'47"W
C107
61.01'
138.50
25'14'25
60.52'
N7324'21"W
C108
303.61'
138.50
125.36'O
" 246.37'
NO2'00'53"E
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
LENGTH
CHORD
BEARING
C109
59.94'
138.50
24-47'50"
59.47'
N77-12-50"E
C110
0.94'
138.50
923'16"
0.94'
N89'48'22"E
C111
38.91'
191.50
11'38'25"
38.84'
N74'31'10"W
C112
32.29'
191.50
9'39'37"
32.25'
N85'1O'11"W
C113
18.46'
15.00
70'31'45"
17.32'
S35'15'51"W
C114
5.10'
15.00
19*28'16"
5.07'
S80'15'52"W
C115
30.53'
191.50
9'08'09"
30.50'
S73'16'02"E
C116
40.66'
191.50
12-09'54"
40.58'
S83'55'03"E
C117
46.83'
191.50
14'00'39"
46.71'
N82'59'39"E
C118
47.73'
191.50
14'16'45"
47.60'
N68'50'57"E
C119
61.48'
191.50
18*23'39"
61.22'
N52'30'45"E
C120
49.78'
191.50
14'53'42"
49.64'
N35'52'04"E
C121
42.91'
191.50
12*50'18"
42.82'
N22'00'04"E
C122
13.66'
191.50
4'05'08"
13.65'
N13'32'21"E
C123
210.34'
138.50
87*00'54"
190.70'
S43'30'27"E
C124
7.61'
138.50
3008'51"
7.61'
S88'35'19"E
C125
41.08'
191.50
12.17'31"
41.01'
N83'51'14"W
C126
49.26'
191.50
14'44'19"
49.12'
N70'20'19"W
C127
54.19'
191.50
16'12'48"
54.01'
N54'51'46"W
C128
63.56'
191.50
19'00'59"
63.27'
N37*14'52"W
C129
51.32'
191.50
15'21'14"
51.16'
N20'03'45W
C130
41.40'
191.50
12'23'08"
41.32'
N06'11'34"W
C131
14.84'
66.00
12'53'00"
14.81'
N45'05'43"W
C132
60.48'
66.00
52'30'19"
58.39'
N12-24'03"W
C133
45.92'
66.00
39'51'52"
45.00'
N3347'02"E
C134
50.19'
66.00
43'34'06"
48.99'
N75'30'01 "E
C135
15.00'
66.00
13'01'18"
14.97'
S76'12'17"E
C136
52.93'
66.00
45'56'54"
51.52'
S46043'10"E
C137
71.95'
66.00
62'27'26"
68.44'
S07'29'00"W
C138
14.77'
66.00
12'49'31"
14.74'
S45007'28"W
C139
163.16'
138.50
6729'56"
153.89'
N39038'19"W
C140
14.24'
138.50
553'22"
14.23'
N02056'41'W
C141
28.38'
138.50
11*44'26"
28.33'
N71'39'26"W
C142
100.73'
138.50
41040'10"
98.52'
N4457'07"W
C143
106.26'
138.50
43'57'31"
103.67'
N42'50'09"E
C144
20.65'
138.50
632'31"
20.63'
N69'05'10"E
C145
40.16'
138.50
16'36'43"
40.02'
N81041'39"W
C150
38.17'
191.50
11*25'16"
38.11'
N8C17'22"W
C151
4.98'
191.50
1'29'22"
4.98'
N77050'03"W
C162
82.97'
138.50
34'19'26"
81.74'
N72050'17"E
C163
48.33'
138.50
19'S9'40"
48.09'
N45'40'44"E
C164
138.28'
13250
ST12'12"
132.60'
NOT04'47"E
C165
117.20'
138.50
48'29'01"
113.73'
N65'45'29'Y✓
C166
48.33'
138.50
19'59'40"
48.09'
N31'31'09'W
LINE TABLE
LINE
BEARING
LENGTH
L7
124.48
N50'49' 1"W
1-2
122.52
S47*06' 4"W
13
24.99,
S89'55'52"E
L4
20.64
N72'45'56"E
1-5
14.14
S45'00'00"E
1-6
14.14
N45'00'00"E
1-7
32.55
F S00'00'00'E
L81
40.291
SOT07'30"W
L91
29.36
S76'43'58"E
PARC L
AREA
DESCRIPTION
OWNER / MAINTAINED BY
COMMON AREA LOT A
19,413
S.F
0.446
AC
LANDSCAPE, UTILITY AND DRAINAGE EASEMENT
HOMEOWNER ASSOCIATION
COMMON AREA LOT B
10,910
S.F.
0.250
AC.
LANDSCAPE, UTILITY AND DRAINAGE EASEMENT
HOMEOWNER ASSOCIATION
COMMON AREA LOT C
43,396
S.F.
0.996
AC.
LANDSCAPE, UTILITY AND DRAINAGE EASEMENT
HOMEOWNER ASSOCIATION
COMMON AREA LOT E
36,902
S.F
0.847
AC.
LANDSCAPE, UTILITY AND DRAINAGE EASEMENT
HOMEOWNER ASSOCIATION
COMMON AREA LOT F
38,918
S.F.
0.893
AC.
LANDSCAPE, UTILITY AND DRAINAGE EASEMENT
HOMEOWNER ASSOCIATION
COMMON AREA LOT G
122,368
S.F
2.809
AC.
LANDSCAPE, UTILITY AND DRAINAGE EASEMENT
HOMEOWNER ASSOCIATION
OUTLOT H
6,900
S.F.
0.158
AC.
LIFT STATION SITE
SOUTH FORT COLLINS SANITATION DISTRICT
COMMON AREA LOT 1
3,210
S.F.
0.074
AC.
LANDSCAPE, UTILITY AND DRAINAGE EASEMENT
HOMEOWNER ASSOCIATION
COMMON AREA LOT J
38,906
S.F.
0.895
AC.
LANDSCAPE, UTILITY AND DRAINAGE EASEMENT
HOMEOWNER ASSOCIATION
COMMON AREA LOT K
13,723
S.F.
0.315
AC.
LANDSCAPE, UTILITY AND DRAINAGE EASEMENT
HOMEOWNER ASSOCIATION
TRACT A
4,243
S.F.
0.097
AC.
ACCESS, UTILITY AND DRAINAGE EASEMENT
HOMEOWNER ASSOCIATION
LAND DISTRIBUTION TABLE
LOTS (138) = 21.935 ACRES 73.81 %
OUTLOTS/C.A.L./
TRACTS = 7.782 ACRES 26.19%
TOTAL ACREAGE = 29.717 ACRES 100%
60 0 60 120 180Feet
( IN FEET )
1 inch = 60 ft.
- - _ NORTHEAST CORNER
_ - - - - -
SECTION 9, T6N, R68W
- -- - _ FOUND 2 1 /2" ALUMINUM CAP
O B LS 174 2002
N IN MONUMENT
S88'28'48'E (BASIS OF BEARING) 2656.31' KECHTER ROAD o
X
. _ . _ .. _ .. _ .. . _ .. _ . -M�. _ .. _ .. _
b SOUTH RIGHT-OF-WAY LINE
OF KECHTER ROAD PER
N88028'48"W 450.27' STALEY/POUDRE SCHOOL
69.74' 12001 C 7 O� N88°2848"W MUD 00-S1535
N88 28 48 360.13' 744.33'
FORT cowrl3/ 1 - 60.02'- - 50 02'- 50
f0
LOVELAND WATER
DISTRICT
.02 -
-50.02 -
BLOCK 1
-50.02'-
-50.02' -
- 50.02'-
n
20' EASEMENT
6' UTILITY
EASEMENT
vt
o
cfOD o
LOT
w
6 0°
O
n
in LOT 5 g
i LOT 4
n LOT 3
o
2
LOT 1 i
iO COMMON 1
$
v LOT 7 o
77'617 sq.ft.o
Y5,315
7
sf b
0
sf
bo
of 0
o5,451 sf.
� 00
b
05,385 sfo
- b
^LOT
05,319
-
0
sfo
o
05,252 sfl
-
AREA LOT A
1A
`"
z
In
�
N
19,413 sq.ft.l
3808
C57'�8/4
3820
3826
9' UTILITY
EASEMENT
3838
0.446 acres
S6749'49"E
C58
C56 -
5 47.44r
b0.00
-
50.00'
50.00`
ca
5' UTILITY
EASEMENT
40.52'
/v'�a'
C37
S90000'00"E
197.44'
II
ggp Op'00'W `
15.74'
WILD ELM WAY
0
-83.53'- -
o
BLOCK 1
z
o
LOT 8
/
u'Oi
6,000 sq.ft.
N9000'00
IU
113.12'
C62
g
LOT 9
�,
0
5,877 sq.
Ii
'O'er
6' UTILITY EA
EMENT
70
1
N90'00'00
I
M
>
a0
;o J
n
W
b
F
= ci
O
b
J
z�
oo
Z
W
F
lc�
�"5
O
Z
> 6 N
U 3SL L4'
in
90000,001, W 261.44'
C
L.
3¢OC
M.44'
42<OC
- Sr9 3(L
%
1
BLOCK
2
0 9 UTILITY
ZI
EASEMENT 1
1
>- w
I
Z; Q o b C4
a' of • o
f
o
w
w°
btO Qo
o „-
w
w
b $
0�
w
C, �n Q 0
0 m o
I
COMMON I
C9 �1 OWN b O
�O�b
�poo
SON
oAREALOTB 6
m o J
J rn 0
�J o
f J o
0 10,910 sq.ft, to
n
rn
�J
° n
N90 00
35.00'-
- 50.00'-
-50.00'
-35.95' 1.
0-
LOT 1$
0.
LOT 2 0
^LOT 3 0
-LOT
4,953 sfb
o5.066 sfLo
b
05,113 sfo,
�39/4
05,516
f
z
z
=
392G
908
12.08'
50.00�
SO.00T
Ci 0
C151
4R
N90 00'00 E 124.54 C1 7
ROAD RIGHTS -OF -WAY AS PLATTED IN
MCCLELLAND'S CREEK PD 8 PLD 2ND FILING
0 N90000'00"E 124.96' C18
U
_
1.96' 11.
S
w
BLOCK 5
9'UTILITY
o
. w
w
EASEMENT
O
o
O •
o-
fo LOT 1 0
o-
rn LOT 2
W
ao LOT 3
N
O'5,472 sf
6,493 sf $
�5,483 sf 8
o L
rn
>
-5,
SEE SHEET 3
COMMON
AREA LOT E
OD w N7156541Y 0.847 acres
wi LOT 5 o N ,� w w w 1 15 Alf.
-5,664 sf Op wi LOT 6 0 b o- o- o-
$ 5,664 sf- n LOT 7 P. o LOT 8 0 � LOT 9 0 � LOT 10 � b
Z ';� 6,517 sf b �5,605 sf b �5,605 sf b `r 6,404 sf - LOT 11 p
392t5 EASEMENT 4 z z z 2 6,467 sf CQ ti
's1:3p _ BLOCK 4 ��]�p g p �� LOT 12 \ �FV"
5'22"F 51.30^ 3.11� 73CSCY � 8.52' try 6,467 of oh �)S r�
152.p1• 4.62 so-oor -60-
C19 S90000'00"E 132.55' cse� ��a ,ryLOT
T 13
>7° WILD ELM WAY N
`
1. OS??"F 1$ .- _ - - - - ---- - - - Cg9 \ 6,467 sq• �«�c,
-------------- -
201 In e9
Q', C20 S90000'00"E 132.55' N c141 Ca c
V\
S77-05 2?
-51,3p•, ` 141.OS' 6'UTILITY
51.3p• EASEMENT N90'00'DO"E 161.54' N81'
4 34.56'-50.00' - 50.00'- 26.98'- 4
OT48I„
389 sf Q R ryT C -
LOT 14 1
6,472 sq.ft.
LEGEND
UTILITY EASEMENT LINE
CENTERLINE
-----
!-------
RIGHT-OF-WAY
PLATTED BOUNDARY LINE
- -
- SECTION LINE
LOT LINE
•
SET #4 REBAR W/CAP
LS 14823
OR OTHERWISE NOTED
SECTION CORNER
DE
DRAINAGE EASEMENT
1 1
1 1
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1
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Sheet
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u- 121 26 14 Of 3 Sheets
LELLAND'S CREEK THIRD FILING
McCLELLAND'S CREEK THIRD FILING
McCLELLAND'S CREEK THIRD FILING
BEING A REPEAT OF BLOCKS 1-7, COMMON AREA LOTS A-C AND COMMON AREA LOTS E-K, McCLELLAND'S CREEK PD & PLD SECOND FILING, LOCATED IN THE NORTH 1/2 OF THE
NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
LEGEND
----------------
UTILITY EASEMENT LINE
-----
CENTERLINE
-------
RIGHT-OF-WAY
PLATTED BOUNDARY LINE
- -
- SECTION LINE
i
LOT LINE
0
SET #4 REBAR W/CAP
LS 14823
OR OTHERWISE NOTED
SECTION CORNER
-- DE
DRAINAGE EASEMENT
_SEE_ SHEET 2 _ _
lV LIIJLIYILIVI-
S90'00'00"W �/15'74 a3� WILD ELM WAY N ROAD RIGHTS OF -WAY AS PLATTED IN $77°05. 5N'�T - 3BLOCK 4 rye'^ LOT 12 �� ��' `4 Z
p o G -------- - - - --- -- - - - - - - - - --- - - -- -- -- -R - --- - - - - - ----- ---------- - - - 22 E 51.3`0._ - 8.52' 2 6.457 sf o•. .ems, , oV
83.53'- - �3 u`O MCCLELLAND'S CREEK PD & PLD 2ND FILING 15 T - !G 0 I
o BLOCK 1 ��b 2.01 4.oz so-oo so.00 c9i - h p:
N 90°00'00" W 261.44' N C 0 N90°00'00"E 124.96' C18 Cl ° camry \ D
IJUI ^ 9 S90 0000E 132.55 ,n 8
Z '� 6, 000 sgft. 1� 13
U 6 3Sz.14' -A 36.QQ 3G.40' 42,0C S4 30 111126.5_'_�
(� 00 �50,.40_ - 55.44'- - 17. S77°O5'22" WILD ELM WAY a'Oi C \ 6 4607Tsq ft.. \ yi, v
N90'00'00"E I^ Z r3609 38/5 582/ BLOCK 2 0o EASEMENT w BLOCK 5 � 1 9 UTILITY E 152'p1' m 9g \ h9�E
113.12' C62 O I w w 3827 i833 26.5' O ;per; w w EASEMENT @Q C2Q $9Q°00'00"E 132.55' a°i c141
z I w x• •; t ,".•. O 0 3903 • w rnLOT 9 1 8 0 N d 0 �$ ' .$ � c bo $ 7n $ n39/5 t Ct s c1LOT 14 o n a' o m o m • $� e • $'� �• $ a o COMMON o (o o . 10 4.._15L �`o,QO_ 4$-4Q _ \
I . o LOT 1 0, LOT 2 c^ o w� _�10> ss 1.65' a �,�
0 5,877 sq.ft. la' W U 0 ~ n $ o H $ o� $ oF- 0 o F' o w rn o o LOT 3_ N 6,472 s 11L I
41.
6' UTILITY EASEMENT 1tD ml O N b � O n b ^O $ b ^0 $ b O N o AREA LOT B ho 5.472 b 6,493 sf b �5,483 sf $ r LOT 4 $ N '� 4003 4009 40/5 \` \ q 4 C 1 4 -
iD I N90'0o'00"W m 1 ¢i z J tO z �J (7z �J °i z J tD o 10.910 sq.ft. h rn o o b -5,389 sfb "� 402/ . P A l 0
NORTH 1 119.96' C64I a "' "' a 00 O z z o 0 ai LOT 5 0 w w w 5
® - 0 0.250 ocres 1� O z b 6.319 sf o ,n o - o - o - o . 'L •� �\ N6 �� y2 0 I I 1 8' UTILITY b o a;
h o o LOT 6 0 o 0 o n 0.
EASEMENT N ( N SR ? 11.10' z b o tO LOT 7 b q LOT 8 0 o LOT 9 0 1O 0 1
M $ LOT 10 rM (S 41.14T 4 A)'r 36.00 36.00 42.00r N s�2 ^34.13'---58.00' - 39.23' z 5.524 sfb ^5,603 sfo `r5,600 sf0 `r 6.495 sf b 6,00311sf b co c� LOT 15 .I
9' UTILITY �-I 0 0 0 0 0 1 c� 5,930 sq.ft.
60 0 60 120 180Feet ° 6.956 sq.ft. $ N90 00'00 TRACT A 197.14 o I EASEMENT 1 om+ N90`OO'OO"E 131.37' `S1 SS'- z z z z SIGHT �\ q• gA, m
ma \
a S90'00'00'E 4 243 s .ft. 197.14' aoi 84.30' � F S7 , ' -5g DISTANCE z 4y,
ry�
IN FEET iv N90'00'00"E _ 59000'00"E 140.45' SS43g+ 80' BLOCK 5 EASEMENT ►t I
6 4.4.31 3 - 4- 36.00 123 13 - - h► S7s E -, o , I n 73.61' L
1 inch 6 ft. 119.89' - - T - - - -] 1 ♦ 35.01'-50.00'- - 55.45'- 16. 19" 1> _5j.55'- (SEE NOTE 9
IV o .,h' ry 11' E 85 t 00' 50,00'1-50.00' - - -58.00'- - 45.34'- '� to C703
p C, o 8' UTILITY o of LOT 10 lll��fyyy 18
° o LOT 11 to EASEMENT o 6,772 s ft 1 O 5k ry1 6'UTILITY �69.08' o
0 o ml q• '���AAA O EASEMENT S� 6'UTILITY N90'00'00"E 203.34' �? 30' I 0 3 N89 5249"E 69.11
O ,� 5,993 sq.ft. i� I m TSB 415j, EASEMENT COMMON AREA LOT F `' SFCSD MI I Z w yw w V�z1_8• UTILITY O w w 0 WILD ELM WAY
S9o'o0'oo"E 1 01 tD v $ n �000'0 a0 $ bo CrEASEMENT O �� E 1 38,918 ft. EASEMENT ^1 mo
0 0 o a 8 n $ 0e sq N89°52'49"E
10.11' 119.83, �1 H 0 $ o �$ o H •' $ o~ 0 90 00'00"E 123.13 Z e *LOT 20'0 ol_OT 19'0 '. LOT 18 _So, N87• 0.893 acres 1 S6
9' UTILITY EASEMENT 0 O � N O o, N O o - NO Nw � o o � o C4 6,968 sf o, LOT 17 � , 00; 51'S8"W N90'00'0o"E 140.07' r •
1 b N a o �J (\5.490 sfb �5,603 sfb Mai o r• 1 31u 6 69.29 (,' I
ND #4 REBAR o it LOT 12 110 i•V) J < $ ^ J J o N a $ of LOT 11 $ o, 0 0 of 6,468 st S 38.47'-50.00' - 50.00'- ao.07'-? Si• 3 ^ ti ? I
W/CAP ILLEG. °D� 5,990 sq.ft. 1 a O bo 7,955 sq.ft. bo rn h h r3 S� fr? 1 al U cS
Qi 1 O I b 0 9' UTILITY I > (n H LOT 16 -3 , CUTILITY �• iy of tix
o N90-00-00E 3802 3808 BLOCK 2 o �,C 3902 390E 39/4 3920 e, 6,670 sf EASEMENT l0 U S89 52'49"W S
rn EASEMENT •5 _ `� n on �' SIGHT 76.62'
ioo 119.77' -- --- -----�-----�-- u+ --- -- T- �LOT15^� w w w 1•
oz 108.13' nj 20.0 C112 7.18' 9'UTILITY o 30 _ (n DISTANCE
LOT 13 ° `�' S90°00'00"W 12366' C3 C11 rEASEMNr tiry 5,75o sfq� oLOT 14 0 SLOT 130 SOT 12a a o 1�/ , Vv`/a/7 ?
N 0 S 90 00 00 E 261.44 in ? 0 2 ;� h' o LOT 81 o -- , EASEMENT
5,987 sq.ft. N OAK SHADOW WAY N �''�� qN g 105,805 sfb �5,805 sfb `� 6• $ r 11 (SEE NOTE // LOT 14
_.. - - -- -- --- - -- - -- - poT 7,04 0 3 b m T I o
m - N °� $ N (on o '' 6'h" 6.969 sq.ft. ao
r+ N90 00'00"E
in 4, � z ,' I •. w q I
01 1 11s.7a' ,� S90°00'00"E 261.44' � C ` p N90°00'00"E 123.66' C3 j Sj1y °QoT BLOCK 5 g� 40/4 4020 C144 Gryo i w
LOT 14 O 1 (j 53_OQ - - 1o,QO_ 50,-OQ - 50.Q0'- U-44'_ 3cS h U� 4B-25'- -54.00 2471
2e %3 3 4,� 4002 - - Clio
>jp I m
5,987 sq.ft. ;`I �p�� 9' UTILITY] BLOCK 3 asZ C114 :So S68o4 in t .8 50.00' 49.06' C101 / Ol I I
W FmQj mo EASEMENT TILITY C113 3909 Mf_ �S� • /Sj^F N C29 N9000900"W 115 93'
STALEY/POUDRE SCHOOL MLD 00-S'
LOT 2
COMMON
AREA LOT J
38,986 sq.ft.
0.895 acres
N OWNED BY THE
u, McCLELLAND'S CREE
N° .N HOMEOWNERS
op a ASSOCIATION, INC.
Ns SOUTH FORT
(}1 L3 SANITATION 01
-
-- -------------------- 30'EASEM
SOUTH FORT COLLINS
SANITATION DISTRICT \ S
-------------- 30_EASE-
-- ----�
\�>>
BLOCK 3
I
McCL LANUS CREEK PD & Pip
BEING, THE TH FILING OF FOSSIL. LAIXPUD)
I �
I
COPPED SPRING \
DRIVE
�p
t)UTLOT 8
N90'00 00 E - 9 U w LOT 13
0 119.74' O w w 38/5 w � w EASEMENT I CV (V o_ w w �2 - I\N7 ("
o �■ • 97 B j is OAK SHADOW WAY Gi fx 9,286 ft. I !�
b I r` o• o o- o- I o� o• o• .'v +50. 3 o s sq.ft.
o _I BLOCK 1 _ 0 M 0 $ o $ o $ o $ c�i cj o 0 $ o $ LOT 3 �h , w - g'uYILITY - i yz• !o
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b o �wI I O ap o 7,432 sq.ft. o �5,500 sf o �5,500 sf o �5,500 sf 0 8,030 s ft. .- 5,928 sf o �5,600 sf o $ .� 28 11i `�Oe o> # I
Z 00 6 9445Tsq. `A 106
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q• $ '`C1 S90 0000E 115.93 C s•
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1 2 5,600 sfro o W �t r e
N90'00'00"E I~ 9' UTILITY 6' UTILITY 1 w w S44'59'31 "E ry LOT 5 p 6.72' i 9,664 sq.ft. Oil I
119 74' EASEMENT EASEMENT O It p 21.26• _ 5 600 sfro $ W �� 7.21 4O2/ Z r A 30.00' . I
lL L-68.00'- --50.00' - --50.00'--50.00'- - - - 73.44'- J p CD L38.92'- -50.00'- `V r 4003 `J `L '>• `',, `3
0 0 38.2V LOT 6 &0 m $ a $ a $ a LOT 11 f ti3
o g sso oo'oo"E 2s1.a4' 8 N9O'oo'00"W 88.92' SB&05'49" 2 7,178 of o LOT 7 o LOT 8 b LOT 9 b LOT 10 0 -7 148 ft. ,�"
w' O N90`OO,Oo"W N9000'00"W
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1=7711,a COMMON N9000'OOiN 299.33' 6'UTILITY
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m I 1 t 4.95' z sq• AREA LOT G I i
9' UTILITY o EASEMENT 1 In 2.809 acres-75.00'- - --66.00'- --50.00, - - -58.01 --50.00'- - 58.00'- - --83.86'- - -? p
(� of N y (p ?� S 122,368 sq.ft. O (A I
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1 r^ g518 \ o tO LOT 1 b OR LOT 2 b� LOT 3 0 m LOT 4 o °0 LOT 5 b m LOT 6 0 of LOT 7 ,� m I
1 h 57g0631� \ N 1000 �� b $ 7,5so sq.ft. b $6,653 sq.ft. b $5,04o afb $ 5,846 sf b $5,04o sfb a 5,906 sf '000 0 8,804 sq.ft. •�^ \ by, I N
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1 Sc J 7,418 sq.ft. 'ST - - - - 8,172 sq.ft. k
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\ 3 1 5.42' ry \? Y o LOT 16 $ LOT 15 0 o LOT 14 I N w o LOT 22 N o m q I to Z 1 LOT 12
FORT COLLINS PER j, F 8,746 sq.ft. ,4�CO 8,024 sq.ft. 0 ui (6 o n U 8,232 sq.ft. o I a 8,200 sq.ft. $ I
REC. NO. 2008003 631 \ 8 \ \ O ryrO' \'�/� io 8,494 sq.ft. $ 8,280 sq.ft. 9,727 sq.ft. q' < o W \ q• I
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9,so6 sq.ft. (, 8,785 sq.n. b 07,170 11b �7,130 sq.ft. r 8,216 sq.ft. o S90'00'00"E rn
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\ �38.69'- --85.22'- - --83.64'- - - - 62.71 --62.00'- - --71.86'- J m S SOUTH
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FOUND 2E1/2NALUMINUM CAP
Of 3 Sheets
ON #6 REBAR, LS 14823, 1997
McCLELLAND'S CREEK THIRD
FILING
M- 121
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