HomeMy WebLinkAboutCAPSTONE COTTAGES - PDP - PDP140004 - PLANS - SUBDIVISION PLAT (3)MULBERRY ROAD
LINCOLN AVENUE
LEMAY AVENUE
1
CITY OF FORT COLLINS
STATE OF COLORADO L. Smith
N.A.
68 W of the 6th PM
N
VICINITY MAP
1" = 2000'
SITE
REVIEWED BY:
B. Tessely
CLIENT:
Capstone
DRAWN BY:
SCALE:
DATE:
8/28/15
PROJECT:
939-001
Sheet
Of 3 Sheets
CAPSTONE COTTAGES NOTICE
:
According to Colorado law you must commence any legal action based
upon any defect in this survey within three years after you 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 certificate shown
hereon.
RANGE:
TOWNSHIP:
SECTION:
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158
���.�������������������.���
MAINTENANCE GUARANTEE:
The Owner hereby warrants and guarantees to the City, 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 to be constructed in connection with the Development which is the subject of this Plat. This warranty
and guarantee is made in accordance with the City 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 Owner 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 Owner 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 Owner 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 Owner. 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 Owner.
REPAIR GUARANTEE:
In consideration of the approval of this final Plat and other valuable consideration, the Owner does hereby agree to hold the City harmless for a five (5) year period, commencing upon
the date of completion and first acceptance by the City of the improvements to be constructed in connection with the development which is the subject 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 Owner warrants that he/she owns fee simple title to the property shown hereon and agrees that the City shall not be liable to the Owner or his/her successors in interest
N06�05'59"E
42.00'
N29�07'16"E
61.54'
DUFF DRIVE
SECOND REPLAT OF NORTH LEMAY
SUBDIVISION SECOND FILING
LOT 2
SECOND REPLAT OF NORTH LEMAY
SUBDIVISION SECOND FILING
N00�33'51"E
24.72'
N37�27'48"E 232.40'
9' UE
9' UE
15' UE
15' UE
15' UE
15' UE
15' UE
15' UE
INTERNATIONAL BLVD.
(84' ROW)
LEMAY AVENUE
(ROW VARIES)
S29�07'16"W
300.00'
DUFF DRIVE
(76' ROW)
FORT COLLINS
BUSINESS CENTER 3RD
BASIS OF BEARINGS
WEST LINE OF THE
NORTHWEST QUARTER
SECTION 7-7-68
N00�33'51"E
N37�27'48"E 232.40'
S52�32'12"E 7.50'
Delta= 98�20'32"
R=20.00' L=34.33'
Dir= S11�42'28"E
Chord= 30.27'
S60�52'44"E 871.66'
S31�36'41"W 8.01'
S60�52'44"E 140.00'
S32�39'26"W
60.12'
S60�52'44"E
100.57'
N00�33'51"E 651.37'
S89�26'09"E 287.98'
100' EXISTING ROW
PER REC. NO. 88025752
EXISTING ROW PER
REC. NO. 97065351
LEMAY AVENUE
(ROW WIDTH VARIES)
(BOOK 2137, PAGE 212)
UNPLATTED
241.11'
N06�05'59"E
42.00'
S06�05'59"W 64.44'
N29�07'16"E
61.54'
S88�54'32"W
40.00'
32.50'
S60�52'44"E 206.10'
LINCOLN AVENUE
(115' ROW)
(REC. NO. 98111012)
LEMAY AVENUE
(ROW WIDTH VARIES)
(BOOK 2137, PAGE 212
& REC. NO. 20040086312)
LOT2
FORT COLLINS BREWERY
LOT 4
SECOND REPLAT OF NORTH LEMAY
SUBDIVISION SECOND FILING
S29�07'16"W 300.00'
20' UTILITY EASEMENT TO
THE CITY OF FORT COLLINS
(BK. 1701 PAGE 408)
(HATCHED AREA)
10' UTILITY & DRAINAGE EASEMENT
TO THE CITY OF FORT COLLINS
(RECEPTION NO. 97070197)
15' UE
15' UE
INTERNATIONAL BOULEVARD
(84' ROW)
EXISTING ROW VACATED BY
ORD. NO. ____________ 201___
(REC. NO. __________________)
WEBSTER AVENUE
(65' ROW)
BANK OF COLORADO
SUBDIVISION
BUFFALO RUN
APARTMENTS P.U.D.
FORT COLLINS
BUSINESS CENTER
THIRD FILING
SUNWARD
CONDO
AMENDED
N00�33'51"E
342.22'
S89�26'09"E
30.00'
POINT OF COMMENCEMENT
WEST QUARTER CORNER
SECTION 7-7-68
FOUND #6 REBAR w/
2-1/2" ALUMINUM CAP
LS 17497
SOUTH LINE OF THE
NORTHWEST QUARTER
SECTION 7-7-68
POINT OF
BEGINNING
BASIS OF BEARINGS
WEST LINE OF THE
NORTHWEST QUARTER
SECTION 7-7-68
N00�33'51"E
6' UE
N60�52'44"W 299.35'
Delta= 14�59'27"
R=1206.00' L=315.54'
Dir= N81�58'55"W
Chord= 314.64'
N89�29'09"W
54.67'
S88�54'32"W 237.52'
LOT 30
LOT 13
WEBSTER
AVENUE
TRACT A
AMENDED
SUNWARD
CONDO
Delta= 6�21'00"
R=1206.00' L=133.66'
Dir= N64�03'14"W
Chord= 133.59'
C
1
5
C
1
4
C
13
N18�43'57"E
200.00'
N60�52'44"W 277.33'
10' MOUNTAIN STATES TELEPHONE AND
TELEGRAPH COMPANY RIGHT-OF-WAY
EASEMENT (BK. 1970 PG. 991)
ROW DEDICATED
PER THIS PLAT
220.10'
Delta= 0�27'02"
R=1117.00' L=8.78'
Dir= N77�22'46"W
Chord= 8.78'
S88�54'32"W 52.63'
S29�07'16"W 510.00'
11.55'
15' UE
15' UE ROW DEDICATED
PER THIS PLAT
247.51'
177.24'
197.49'
32.50'
122.11'
N00�33'51"E
35.94'
LOT 1
LEMAY AVENUE
(ROW DEDICATED WITH THIS PLAT)
FND. #4 W/BLUE CAP
PLS 37963 W.L.S.
FND. #4 REBAR W/BLUE
CAP PLS 37963 W.L.S.
FND. #4 REBAR
w/PLASTIC CAP
LS #37963
FND. SPIKE
RESET CORNER
FND. #4 REBAR
w/PLASTIC CAP
LS #37963
FND. #4 REBAR
FND. #4 REBAR
N60�52'44"W 224.44'
C28
C29
N18�43'57"E 200.00'
C23
C24
C25
C26
C27
S60�52'44"E 217.92'
TRACT D
NATURAL HABITATS BUFFER ZONE
D&UE
56,325 sq. ft.
1.293 ac.
200.00'
197.49'
S82�08'09"E 93.70'
S77�09'16"E
19.45'
32.5'
32.5'
42.0' 42.0'
C
3
2
6' UE
20' UTILITY EASEMENT TO
THE CITY OF FORT COLLINS
(BK. 1691 PG. 57)
N07�45'26"W 291.70'
S07�45'26"E 470.59'
S07�45'26"E 469.87'
N82�14'34"E
20.00'
N07�45'26"W 366.55'
S07�45'26"E 369.45'
SEE DETAIL
C3
C4
N15�14'37"E 73.27'
C5
S18�43'57"W 200.00'
C18
C94
C19
C20
C21
C22
206.65'
187 186 185 184
180
188
181
189
183 182
179
199
191
198
190
197
196
195
194
193
200
192
86 85
79
87
80
88
81
89
84 83 82
78
77
66
75
68
76
69
70
71
72
73
74
67
65
107
106
105
104
108
109
110
111
112
120 119 118
117 116 115
122
114
121
113
103
129
175
174 173 172
170
TRACT A
A,D&UE
453,100 sq. ft.
10.402 ac.
TRACT C
A,D&UE
75,843 sq. ft.
1.741 ac.
TRACT E
3,063 sq. ft.
C
3
4
14.68'
C36
C
4
8
20.76'
N18�43'57"E 238.81'
82.67'
N71�16'03"W 103.00'
103.00'
31.17'
S71�16'03"E 103.00'
31.17'
102.88'
16.33'
0.40'
C
4
9
C
50
102.14'
22.09' 26.27'
C
5
1
101.00'
16.33'
C
52
99.85'
N18�43'57"E 244.11'
C
5
3
98.44'
16.33'
C
54
96.77'
16.33'
C
5
5
94.84'
16.33'
C
56
92.64'
26.75'
C
57
C58
88.49'
23.50'
C5
9
85.46'
16.33'
C
6
0
85.78'
C61
C
6
2
N71�16'03"W 80.00'
25.80'
4.36'
1.66'
N06�05'59"E 87.41'
C
6
3
C64
C65
C
66
95.15'
16.33' 27.17'
C
67
98.81'
16.33'
C
6
8
101.72'
16.33'
C
6
9
103.90'
16.33'
C
7
0
105.35'
16.33'
106.09'
S83�54'01"E 239.74'
C
7
2
105.72'
23.04'
C
73
103.86'
16.33'
101.93'
16.33'
100.06'
16.33'
C
7
6
98.41'
26.83'
C
7
7
N06�05'59"E 96.23'
C
7
8
N06�05'59"E 111.51'
S83�54'01"E 78.96'
51.44'
26.17'
N83�54'01"W
59.13'
26.17'
59.12'
16.33'
16.33'
59.12'
16.33'
16.33'
59.12'
16.33'
16.33'
59.12'
S06�05'59"W 141.98'
23.50'
59.12'
22.99'
N06�05'59"E 206.42'
59.12'
16.33'
16.33'
59.12'
16.33'
59.12'
16.33'
16.33'
16.33'
59.12'
S06�05'59"W 64.44'
35.76'
59.12'
26.88'
64.44'
26.88'
16.33'
16.33'
64.44'
16.33'
16.33'
64.44'
16.33'
16.33'
64.44'
16.33'
S83�54'01"E 228.98'
64.44'
16.33'
16.33'
64.44'
N83�54'01"W 228.20'
27.17'
64.44'
22.49'
22.49'
64.44'
16.33'
11.66'
64.40'
16.33'
C
8
8
63.51'
16.33'
C
87
S06�05'59"W
61.49'
S18�43'57"W
55.87'
21.00'
C
8
6
S71�16'03"E
19.09'
N06�05'59"E
57.64'
S71�16'03"E
61.02'
S18�43'57"W
50.87'
C
8
5
16.33'
57.51'
16.33'
57.51'
16.33'
57.51'
S83�54'01"E 98.63'
C84
16.25'
25.13'
16.33'
57.51'
16.33'
24.50'
57.51'
24.50'
N83�54'01"W 162.85'
N06�05'59"E 91.83'
S06�05'59"W
49.83'
31.60'
S18�43'57"W 62.57'
16.33'
16.33'
31.17'
31.17'
S06�05'59"W 91.83'
N83�54'01"W 221.71'
65.00'
C
7
9
C
3
3
58.59'
C35
58.12'
29.35'
16.33'
16.33'
16.33'
N83�54'01"W 259.90'
16.33'
22.99'
27.17'
24.27' 16.33'
S06�05'59"W
64.44'
24.27'
16.33' 27.17' 22.99'
16.33'
S83�54'01"E 201.77'
16.33'
16.33'
16.33' 29.35'
16.33'
23.50'
S06�05'59"W 142.00'
16.33'
25.83' 16.33' 16.33'
S83�54'01"E
58.12'
25.83'
16.33'
16.33'
16.33'
N06�05'59"E 206.44'
23.50' 16.33'
16.33'
16.33'
36.13'
16.33'
16.33'
58.13'
58.13'
58.13'
58.12'
58.13'
58.13'
58.13'
58.13'
58.13'
C71
16.33'
16.33'
22.99'
22.99'
1
3
2
5 4
76.09'
S01�05'28"E
63.53'
85.91'
N88�54'32"E 195.96'
S01�05'28"E 63.53'
34.38'
S88�54'32"W 213.20'
40.00'
29.16'
39.33'
S07�45'26"E
63.96'
46.75'
N01�05'28"W 63.53'
40.00'
40.54'
40.54'
29.16'
34.37'
8
62
61 59
64
63
90
92 91
95 94
93
102 101 100 99 98
97 96
126
123
176
S01�05'28"E 76.81'
86.40'
S01�05'28"E 65.16'
S88�54'32"W 166.00'
S06�05'59"W
39.60'
33.84'
40.00'
33.84'
64.44'
64.44'
64.44'
64.44'
64.44'
64.44'
64.44'
64.44'
64.44'
36.12'
22.99'
23.50'
27.17'
16.33'
35.76'
S18�43'57"W 77.89'
46.00'
38.95'
46.00'
38.95'
46.00'
38.72'
S18�43'57"W 82.67'
43.95'
46.00'
43.95'
N71�16'03"W
57.00'
57.00'
38.72' 38.95'
37.16'
N83�54'01"W 73.11'
73.11'
42.00'
42.00'
35.95'
16.33'
27.67'
61.62'
60.07'
S83�54'01"E 78.96'
35.02'
62.73'
51.44'
35.02'
17.93'
43.95'
51.44'
43.95'
N06�05'59"E 91.32'
25.75'
92.11'
25.76'
16.33'
92.61'
16.34'
16.33'
93.11'
16.34'
S83�54'01"E 129.41'
92.84'
8.08'
16.33'
91.97'
C
9
2
16.33'
91.32'
C
8
9
21.99'
S06�05'59"W 90.79'
C
8
3
33.95'
46.44'
33.95'
46.44'
S83�54'01"E 77.82'
46.44'
N83�54'01"W 77.82'
S06�05'59"W 115.09'
C
8
0
C74
14.14'
16.33'
43.87'
43.87'
22.93'
C93
72.67'
75.45'
42.00'
73.58'
42.00'
24' EAE 24' EAE
24' EAE
30' EAE
24' EAE
30' EAE
30' EAE
30' EAE
30' EAE
24' EAE
30' EAE
30' EAE
30' EAE
30' EAE
30' EAE
24' EAE
16.33'
171
280.16'
C75
5.30'
C95
Delta= 9�55'12"
R=376.00' L=65.10'
Dir= S82�06'52"E
Chord= 65.02'
Curve Table
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
DELTA
14�01'01"
24�04'20"
2�44'01"
10�51'02"
5�14'30"
11�02'22"
5�42'03"
10�51'02"
5�14'30"
3�58'41"
81�39'28"
10�00'00"
6�15'35"
13�50'25"
1�09'08"
89�36'41"
10�00'00"
9�24'24"
67�39'02"
11�02'50"
14�29'10"
8�06'50"
39�00'35"
12�43'07"
20�08'55"
RADIUS
1132.50'
1075.00'
1017.50'
84.00'
116.00'
1005.50'
1017.50'
84.00'
116.00'
1005.50'
10.00'
1075.00'
1075.00'
1075.00'
1075.00'
10.00'
1117.00'
1033.00'
86.00'
94.00'
376.00'
1117.00'
86.00'
26.00'
276.00'
LENGTH
277.06'
451.65'
48.54'
15.91'
10.61'
193.73'
101.24'
15.91'
10.61'
69.81'
14.25'
187.62'
117.45'
259.68'
21.62'
15.64'
194.95'
169.60'
101.54'
18.12'
95.06'
158.18'
58.55'
5.77'
97.06'
BEARING
S29�49'22"W
N25�25'38"E
N03�01'35"E
N09�49'06"E
N12�37'22"E
N15�31'18"E
N25�01'33"E
N33�18'06"E
N36�06'22"E
N35�28'27"E
N78�17'32"E
N23�43'57"E
N21�51'44"E
N31�54'44"E
N39�24'31"E
S16�04'24"E
S23�43'57"W
S23�26'09"W
S55�39'41"W
S83�57'47"W
S85�40'57"W
N81�39'42"W
N19�58'32"W
N05�53'20"E
N22�19'21"E
CHORD
276.37'
448.34'
48.54'
15.88'
10.61'
193.43'
101.20'
15.88'
10.61'
69.80'
13.08'
187.38'
117.39'
259.05'
21.62'
14.09'
194.71'
169.41'
95.75'
18.10'
94.81'
158.05'
57.43'
5.76'
96.56'
Curve Table
CURVE
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
C40
C41
C42
C43
C44
C45
C46
C47
C48
C49
C50
DELTA
4�47'22"
91�30'49"
83�39'55"
4�03'14"
10�00'00"
90�23'19"
5�03'37"
0�49'18"
1�54'42"
1�25'22"
3�49'08"
5�08'47"
4�46'54"
1�06'41"
1�26'11"
3�22'19"
4�19'03"
13�04'36"
0�35'24"
3�23'17"
3�02'20"
4�01'46"
2�55'54"
0�53'01"
1�27'27"
RADIUS
1117.00'
15.00'
15.00'
1117.00'
1033.00'
10.00'
1206.00'
1017.50'
1017.50'
116.00'
116.00'
1005.50'
1005.50'
1005.50'
1017.50'
1017.50'
302.50'
237.50'
1005.50'
1005.50'
1117.00'
1117.00'
1117.00'
1033.00'
1033.00'
LENGTH
93.37'
23.96'
21.90'
79.03'
180.29'
15.78'
106.51'
14.59'
33.95'
2.88'
7.73'
90.31'
83.92'
19.50'
25.51'
59.88'
22.79'
54.21'
10.36'
59.46'
59.24'
78.56'
57.15'
15.93'
26.28'
BEARING
N30�00'08"E
N73�21'51"E
N19�02'47"W
N20�45'34"E
N23�43'57"E
N73�55'36"E
N77�01'00"W
N02�04'14"E
N03�26'14"E
N14�31'56"E
N11�54'41"E
N12�34'31"E
N17�32'21"E
N20�29'09"E
N22�53'37"E
N25�17'52"E
S81�44'30"E
N77�21'43"W
N33�46'49"E
N35�46'10"E
S27�12'47"W
S23�40'44"W
S20�11'54"W
S19�10'27"W
S20�20'41"W
CHORD
93.35'
21.49'
20.01'
79.02'
180.06'
14.19'
106.48'
14.59'
33.95'
2.88'
7.73'
90.28'
83.89'
19.50'
25.51'
59.87'
22.79'
54.09'
10.36'
59.45'
59.24'
78.54'
57.15'
15.93'
26.28'
Curve Table
CURVE
C51
C52
C53
C54
C55
C56
C57
C58
C59
C60
C61
C62
C63
C64
C65
C66
C67
C68
C69
C70
C71
C72
C73
C74
C75
DELTA
1�13'36"
0�54'29"
0�54'34"
0�54'38"
0�54'44"
0�54'51"
1�17'04"
0�30'53"
3�06'51"
2�09'14"
0�31'15"
15�04'18"
52�34'44"
8�45'53"
2�16'57"
3�44'03"
2�33'04"
2�31'42"
2�30'40"
2�29'56"
2�29'30"
4�13'02"
3�31'22"
0�21'03"
0�34'16"
RADIUS
1033.00'
1033.00'
1033.00'
1033.00'
1033.00'
1033.00'
1033.00'
436.00'
436.00'
436.00'
436.00'
86.00'
86.00'
94.00'
94.00'
376.00'
376.00'
376.00'
376.00'
376.00'
376.00'
376.00'
376.00'
376.00'
1117.00'
LENGTH
22.12'
16.37'
16.39'
16.42'
16.45'
16.48'
23.16'
3.92'
23.70'
16.39'
3.96'
22.62'
78.92'
14.38'
3.74'
24.51'
16.74'
16.59'
16.48'
16.40'
16.35'
27.68'
23.12'
2.30'
11.14'
BEARING
S21�41'13"W
S22�45'16"W
S23�39'47"W
S24�34'23"W
S25�29'04"W
S26�23'52"W
S27�29'49"W
S27�52'55"W
S26�04'03"W
S23�26'01"W
S22�05'47"W
S29�22'19"W
S63�11'50"W
S85�06'15"W
S79�34'50"W
S80�18'24"W
S83�26'57"W
S85�59'20"W
S88�30'31"W
N88�59'11"W
S86�29'28"E
N83�08'12"W
N79�15'59"W
N77�19'47"W
N77�26'24"W
CHORD
22.12'
16.37'
16.39'
16.42'
16.45'
16.48'
23.16'
3.92'
23.69'
16.39'
3.96'
22.56'
76.18'
14.37'
3.74'
24.50'
16.74'
16.59'
16.48'
16.40'
16.35'
27.67'
23.12'
2.30'
11.14'
Curve Table
CURVE
C76
C77
C78
C79
C80
C81
C82
C83
C84
C85
C86
C87
C88
C89
C90
C91
C92
C93
C94
C95
DELTA
0�50'31"
1�22'52"
4�03'12"
1�42'59"
3�41'54"
7�38'48"
3�38'02"
1�02'42"
1�40'54"
9�14'13"
3�35'11"
3�58'16"
3�56'49"
0�46'36"
2�31'16"
0�53'33"
0�46'38"
0�23'35"
6�18'11"
1�07'41"
RADIUS
1117.00'
1117.00'
1117.00'
1117.00'
1206.00'
302.50'
302.50'
1206.00'
302.50'
302.50'
237.50'
237.50'
237.50'
1206.00'
237.50'
1017.50'
1206.00'
1206.00'
436.00'
237.50'
LENGTH
16.42'
26.92'
79.02'
33.46'
77.85'
40.37'
19.19'
22.00'
8.88'
48.77'
14.87'
16.46'
16.36'
16.35'
10.45'
15.85'
16.36'
8.27'
47.96'
4.68'
BEARING
N78�08'48"W
N79�15'29"W
N81�58'31"W
N84�51'37"W
N82�53'51"W
S75�45'35"E
S70�07'10"E
N85�16'09"W
N83�03'34"W
N77�36'01"W
S73�03'39"E
S76�50'23"E
S80�47'56"E
N86�10'48"W
N69�33'47"W
N27�25'48"E
N86�57'25"W
N87�32'31"W
S24�59'15"W
S83�20'11"E
CHORD
16.42'
26.92'
79.01'
33.46'
77.83'
40.34'
19.18'
22.00'
8.88'
48.72'
14.86'
16.46'
16.36'
16.35'
10.45'
15.85'
16.36'
8.27'
47.94'
4.68'
5.37'
0.70'
19.51'
10.79'
3.34'
6.76'
S00�30'51"W
10.00'
REVIEWED BY:
B. Tessely
CLIENT:
Capstone
DRAWN BY:
SCALE:
DATE:
8/28/15
PROJECT:
939-001
Sheet
Of 3 Sheets
CAPSTONE COTTAGES NOTICE
:
According to Colorado law you must commence any legal action based
upon any defect in this survey within three years after you 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 certificate shown
hereon.
RANGE:
TOWNSHIP:
SECTION:
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158
���.�������������������.���
NORTH
( U.S. SURVEY FEET )
1 inch = ft.
0 XX XX Feet
XX
XX XX
3
CITY OF FORT COLLINS
STATE OF COLORADO L. Smith
1"=50'
68 W of the 6th PM
CAPSTONE COTTAGES
A TRACT OF LAND LOCATED IN THE WEST HALF OF SECTION 7, TOWNSHIP 7 NORTH, RANGE 68 WEST
OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
SEE SHEET 2
DETAIL 1'=20'
SET #4 REBAR w/1"
PLASTIC CAP, LS 37987
LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
PROPOSED RIGHT-OF-WAY
FOUND PROPERTY CORNER
AS DESCRIBED
SECTION LINE
UE UTILITY EASEMENT
D&UE DRAINAGE & UTILITY EASEMENT
A,D&UE ACCESS, DRAINAGE & UTILITY
EASEMENT
SECTION CORNER
DRAFT
8-28-15
C
2
N37�27'48"E
30.63'
C
12
N28�43'57"E
60.28'
N28�43'57"E
30.00'
220.10'
S60�52'44"E
1004.35'
S60�52'44"E
41.40'
169.75' 62.65'
71.82'
87.85'
12.72'
30.06' 30.05'
OWNER: KEIL NANCY L
FND. #4 REBAR
w/PLASTIC CAP
LS #37963
FND. #4 REBAR
NO CAP
FND. #4 REBAR
NO CAP
FND. #4 REBAR W/CAP
ILLEGIBLE
C30
19.91'
C31
TRACT B
COMMON
AREA
14,724 sq. ft.
0.338 ac.
3RD FILING
38.0' 38.0'
UNPLATTED
OWNER: NIFOROS TONIA L
UNPLATTED
OWNER: NIFOROS TONIA L
UNPLATTED
OWNER: ROYVAL NORMAN/DIANA LEE
C
1
135.08'
UNPLATTED
OWNER: FORT COLLINS
BUSINESS CENTER ONE
29.97'
10.00'
21.11' 20.00'
S00�33'50"W 644.78'
S00�33'50"W 717.14'
S00�33'50"W 467.51'
N82�14'34"E
20.00'
N15�14'37"E 73.27'
C5
C6
C7
C8
N38�43'37"E 73.27'
C9
C10
N37�27'48"E 224.64'
C11
S60�52'44"E 929.89'
C16
S28�43'57"W
12.63'
C17
129
133
132
131
130
143
137
139
140
161
145
169
160
144
168
151
167
150
166
149
165
148
163
147
162
146
142
138
139
140
141
175
174 173 172
170
TRACT A
A,D&UE
453,100 sq. ft.
10.402 ac.
C36
C
3
7
C
38
S68�18'09"E
94.89'
S06�05'59"W 86.06'
N83�54'01"W
7.67'
C
4
3
N68�18'09"W
56.12'
C
41
2.74'
72.39'
N52�32'12"W
101.24'
C
45
S52�32'12"E 103.00'
S37�27'48"W 218.87'
69.89'
69.27'
S52�32'12"E 77.00'
72.52'
55.77'
S29�07'16"W 91.47'
69.27'
S29�07'16"W 88.00'
S29�07'16"W 88.00'
42.11'
68.89'
N60�52'44"W 334.99'
69.89'
69.89'
S29�07'16"W 88.00'
41.72'
S29�07'16"W
88.00'
N29�07'16"E
88.00'
40.89'
S29�07'16"W 88.00'
40.89'
69.06'
69.89'
N60�52'44"W 354.56'
69.89' 69.89'
69.89'
S29�07'16"W 53.29'
61.73'
C
46
N71�16'03"W 75.02'
C
47
C
4
8
20.76'
N18�43'57"E 238.81'
N06�05'59"E
57.64'
S71�16'03"E
61.02'
S18�43'57"W
50.87'
C
8
5
16.33'
57.51'
16.33'
57.51'
16.33'
57.51'
S83�54'01"E 98.63'
C84
16.25'
25.13'
16.33'
57.51'
16.33'
24.50'
57.51'
24.50'
N83�54'01"W 162.85'
N06�05'59"E 91.83'
S83�54'01"E 73.11'
S06�05'59"W
49.83'
31.60'
20.32'
S18�43'57"W 62.57'
16.33'
61.54'
16.33'
16.33'
61.54'
16.33'
16.33'
61.54'
16.33'
16.33'
61.54'
16.33'
61.54'
16.33'
16.33'
61.54'
26.94'
26.94'
26.94'
61.54'
26.94'
16.33'
61.54'
16.33'
16.33'
61.54'
16.33'
16.33'
61.54'
16.33'
26.23'
61.54'
26.23'
24.44'
61.54'
24.44'
16.33'
61.54'
16.33'
16.33'
61.54'
16.33'
16.33'
61.54'
16.33'
16.33'
61.54'
16.33'
16.33'
61.54'
16.33'
N60�52'44"W 506.56'
61.54'
S60�52'44"E 495.27'
22.99'
61.54'
22.99'
16.33'
61.54'
16.33'
16.33'
61.54'
16.33'
16.33'
61.54'
16.33'
16.33'
61.54'
16.33'
16.33'
61.54'
16.33'
25.75'
N29�07'16"E 61.54'
25.75'
21.46'
S60�52'44"E
62.17'
30.48'
N52�32'12"W
61.51'
16.33'
16.33'
16.33'
16.33'
61.51'
16.33'
16.33'
61.51'
N37�27'48"E 155.33'
S37�27'48"W 183.62'
61.51'
16.33'
16.33'
N52�32'12"W 61.51'
37.06'
39.19'
N50�33'18"W
61.55'
15.15'
S06�05'59"W
22.86'
N83�54'01"W 104.04'
N06�05'59"E
71.33'
S83�54'01"E 61.55'
72.67'
25.76'
S83�54'01"E
72.67'
14.10'
25.76'
72.67'
16.33'
16.33'
72.67'
N06�05'59"E 105.93'
16.33'
72.67'
16.33'
31.17' 16.33'
31.17'
S83�54'01"E 149.03'
S06�05'59"W 91.83'
N83�54'01"W 221.71'
70.54'
C44
61.11'
58.59'
C35
C
39
C
4
0
N83�54'01"W 259.90'
16.33'
24.27'
76.09'
N88�54'32"E 195.96'
40.00' 39.33'
N01�05'28"W 63.53'
40.54'
13
6
8
9
7
11 10
12
14
17
18
33
27
38
36
31
24
21 28
15
16
19
20
22
23
25
26
29
32
34
35
37
30
50
47
44
56
59
42
39
53
55
153
152
159
158
157
156
155
154
52
54
40
41 43
45
46
48
49
51
57
58
60
61
63
124
128
136
126
127 125
123
134
135
178
176
177
S01�05'28"E 76.81'
86.40'
S74�51'06"E 65.96'
S01�05'28"E 65.16'
S88�54'32"W 166.00'
N88�54'32"E
40.00'
40.26'
41.66'
31.32'
S74�51'06"E
22.26'
S83�54'01"E
35.02'
S06�05'59"W
57.71'
39.60'
N21�41'51"E 78.34'
C
4
2
S83�54'01"E
13.17'
S06�05'59"W
78.10'
30.50'
N21�41'51"E 77.70'
C
8
1
N68�18'09"W
40.00'
35.09'
S68�18'09"E
44.21'
C
8
2
33.84'
40.00'
33.84'
42.97'
57.68'
12.58'
42.61'
47.84'
47.13'
50.82'
N21�41'51"E
59.53'
S68�18'09"E 109.94'
C90
35.24'
C
9
1
62.81'
12.97'
58.95'
44.05'
34.95'
S52�32'12"E
44.05'
34.95'
N37�27'48"E 69.89'
S52�32'12"E
44.05'
34.95'
S52�32'12"E
58.95'
58.95'
34.32'
S37�27'48"W 69.27'
44.05'
26.00'
34.32'
N52�32'12"W
44.05'
34.95'
34.95'
34.95'
42.00'
42.00'
N60�52'44"W 69.27'
49.47'
46.00'
7.15'
7.32'
46.00'
35.33'
35.33'
33.93'
46.00'
33.95'
46.00'
33.95'
42.00'
46.00'
34.95'
S60�52'44"E 68.89'
34.95'
46.00'
34.95'
S60�52'44"E 69.89'
46.00'
34.95'
34.95'
46.00'
34.95'
S60�52'44"E 69.89'
46.00'
34.95'
41.72'
42.00'
N29�07'16"E
42.00'
N29�07'16"E
42.00'
34.95'
34.95' 34.95'
42.11'
27.67'
27.67'
164
46.00'
34.11'
46.00'
34.11'
S60�52'44"E 69.06'
46.00'
34.95'
34.95'
46.00'
34.95'
S60�52'44"E 69.89'
46.00'
34.95'
34.95'
46.00'
34.95'
S60�52'44"E 69.89'
46.00'
34.95'
34.95'
46.00'
34.95'
S60�52'44"E 69.89'
46.00'
34.95'
34.95'
46.00'
34.95'
S60�52'44"E 69.89'
53.29'
36.22'
N31�55'52"E
13.84'
46.00'
39.30'
9.78'
S18�43'57"W 78.25'
38.95'
46.00'
38.95'
S18�43'57"W 77.89'
46.00'
38.95'
38.95'
46.00'
38.95'
46.00'
38.72'
S18�43'57"W 82.67'
34.95' 34.95'
34.95'
34.95'
34.95'
42.00'
S29�07'16"W
42.00'
S29�07'16"W
42.00'
N29�07'16"E
42.00'
S29�07'16"W
42.00'
42.00'
65.23'
N71�16'03"W
58.46'
N71�16'03"W
57.00'
38.72' 38.95' 39.30'
49.83'
37.16'
49.83'
37.16'
35.95'
34.33'
N83�54'01"W 73.11'
73.11'
42.00'
42.00'
35.95'
72.67'
75.45'
S83�54'01"E 75.45'
36.45'
42.00'
73.58'
S83�54'01"E 73.58'
37.14'
42.00'
N06�05'59"E
49.83'
37.14'
49.83'
N06�05'59"E
49.83'
36.45'
N06�05'59"E
49.83'
39.01' 36.45'
36.45'
N06�05'59"E
49.83'
39.01'
16.33'
49.21'
49.21'
S06�05'59"W 71.33'
33.95'
12.34'
19.31'
12.98'
54.83'
N83�54'01"W 61.59'
37.38'
16.33'
16.33'
24' EAE
30'
EAE
24' EAE
30'
EAE
28' EAE
28' EAE
30' EAE
24' EAE
30' EAE
30' EAE
24' EAE
30' EAE 30' EAE
19' EAE
N09�19'50"W
23.34'
10' UTILITY & DRAINAGE
EASEMENT TO THE CITY
OF FORT COLLINS
(RECEPTION NO. 97070197)
20' UTILITY EASEMENT
(BK. 1691 PG. 57)
16.33'
171
NORTHWEST CORNER
SECTION 7-7-68
FOUND #6 REBAR w/
3-1/4" ALUMINUM CAP
LS 17497
Lot Areas
Lot Number
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 14
LOT 15
AREA S.F.
2734 S.F.
1375 S.F.
1166 S.F.
2576 S.F.
5245 S.F.
6612 S.F.
1486 S.F.
1354 S.F.
2625 S.F.
3644 S.F.
1312 S.F.
1791 S.F.
4913 S.F.
3882 S.F.
3042 S.F.
Lot Areas
Lot Number
LOT 16
LOT 17
LOT 18
LOT 19
LOT 20
LOT 21
LOT 22
LOT 23
LOT 24
LOT 25
LOT 26
LOT 27
LOT 28
LOT 29
LOT 30
AREA S.F.
3500 S.F.
7421 S.F.
4120 S.F.
1540 S.F.
1540 S.F.
4083 S.F.
1540 S.F.
1512 S.F.
6056 S.F.
2909 S.F.
1703 S.F.
1625 S.F.
3706 S.F.
2893 S.F.
1561 S.F.
Lot Areas
Lot Number
LOT 31
LOT 32
LOT 33
LOT 34
LOT 35
LOT 36
LOT 37
LOT 38
LOT 39
LOT 40
LOT 41
LOT 42
LOT 43
LOT 44
LOT 45
AREA S.F.
1607 S.F.
2935 S.F.
1607 S.F.
1607 S.F.
2935 S.F.
1607 S.F.
1607 S.F.
3672 S.F.
3598 S.F.
2900 S.F.
1569 S.F.
1607 S.F.
2935 S.F.
1607 S.F.
1607 S.F.
Lot Areas
Lot Number
LOT 46
LOT 47
LOT 48
LOT 49
LOT 50
LOT 51
LOT 52
LOT 53
LOT 54
LOT 55
LOT 56
LOT 57
LOT 58
LOT 59
LOT 60
AREA S.F.
2935 S.F.
1607 S.F.
1607 S.F.
2935 S.F.
1607 S.F.
1607 S.F.
2935 S.F.
1607 S.F.
1979 S.F.
6391 S.F.
4803 S.F.
1808 S.F.
1791 S.F.
4468 S.F.
1791 S.F.
Lot Areas
Lot Number
LOT 61
LOT 62
LOT 63
LOT 64
LOT 65
LOT 66
LOT 67
LOT 68
LOT 69
LOT 70
LOT 71
LOT 72
LOT 73
LOT 74
LOT 75
AREA S.F.
1791 S.F.
4712 S.F.
1781 S.F.
2021 S.F.
3210 S.F.
1682 S.F.
2694 S.F.
2244 S.F.
1641 S.F.
1620 S.F.
1595 S.F.
1565 S.F.
1531 S.F.
2424 S.F.
2041 S.F.
Lot Areas
Lot Number
LOT 76
LOT 77
LOT 78
LOT 79
LOT 80
LOT 81
LOT 82
LOT 83
LOT 84
LOT 85
LOT 86
LOT 87
LOT 88
LOT 89
LOT 90
AREA S.F.
1384 S.F.
2239 S.F.
2484 S.F.
1585 S.F.
1639 S.F.
1680 S.F.
1710 S.F.
1728 S.F.
2935 S.F.
2417 S.F.
1681 S.F.
1649 S.F.
1620 S.F.
2610 S.F.
4811 S.F.
Lot Areas
Lot Number
LOT 91
LOT 92
LOT 93
LOT 94
LOT 95
LOT 96
LOT 97
LOT 98
LOT 99
LOT 100
LOT 101
LOT 102
LOT 103
LOT 104
LOT 105
AREA S.F.
1801 S.F.
2260 S.F.
5257 S.F.
2037 S.F.
1576 S.F.
2001 S.F.
1497 S.F.
1509 S.F.
1522 S.F.
1517 S.F.
1509 S.F.
2362 S.F.
1501 S.F.
949 S.F.
949 S.F.
Lot Areas
Lot Number
LOT 106
LOT 107
LOT 108
LOT 109
LOT 110
LOT 111
LOT 112
LOT 113
LOT 114
LOT 115
LOT 116
LOT 117
LOT 118
LOT 119
LOT 120
AREA S.F.
949 S.F.
1336 S.F.
1366 S.F.
949 S.F.
949 S.F.
949 S.F.
2100 S.F.
1891 S.F.
1053 S.F.
1053 S.F.
1053 S.F.
1053 S.F.
1053 S.F.
1481 S.F.
1751 S.F.
Lot Areas
Lot Number
LOT 121
LOT 122
LOT 123
LOT 124
LOT 125
LOT 126
LOT 127
LOT 128
LOT 129
LOT 130
LOT 131
LOT 132
LOT 133
LOT 134
LOT 135
AREA S.F.
1053 S.F.
1564 S.F.
3090 S.F.
1851 S.F.
1816 S.F.
3169 S.F.
1816 S.F.
1944 S.F.
2265 S.F.
1187 S.F.
1187 S.F.
1187 S.F.
1872 S.F.
3510 S.F.
1899 S.F.
Lot Areas
Lot Number
LOT 136
LOT 137
LOT 138
LOT 139
LOT 140
LOT 141
LOT 142
LOT 143
LOT 144
LOT 145
LOT 146
LOT 147
LOT 148
LOT 149
LOT 150
AREA S.F.
2441 S.F.
2345 S.F.
1005 S.F.
1005 S.F.
1005 S.F.
1005 S.F.
1005 S.F.
1597 S.F.
1585 S.F.
1005 S.F.
1005 S.F.
1005 S.F.
1005 S.F.
1005 S.F.
1415 S.F.
Lot Areas
Lot Number
LOT 151
LOT 152
LOT 153
LOT 154
LOT 155
LOT 156
LOT 157
LOT 158
LOT 159
LOT 160
LOT 161
LOT 162
LOT 163
LOT 164
LOT 165
AREA S.F.
1703 S.F.
1005 S.F.
1005 S.F.
1005 S.F.
1005 S.F.
1005 S.F.
1504 S.F.
1614 S.F.
1005 S.F.
1005 S.F.
1005 S.F.
1658 S.F.
1658 S.F.
1005 S.F.
1005 S.F.
Lot Areas
Lot Number
LOT 166
LOT 167
LOT 168
LOT 169
LOT 170
LOT 171
LOT 172
LOT 173
LOT 174
LOT 175
LOT 176
LOT 177
LOT 178
LOT 179
LOT 180
AREA S.F.
1005 S.F.
1005 S.F.
1005 S.F.
1598 S.F.
2916 S.F.
1445 S.F.
939 S.F.
939 S.F.
939 S.F.
1409 S.F.
3070 S.F.
1791 S.F.
1852 S.F.
1600 S.F.
1022 S.F.
Lot Areas
Lot Number
LOT 181
LOT 182
LOT 183
LOT 184
LOT 185
LOT 186
LOT 187
LOT 188
LOT 189
LOT 190
LOT 191
LOT 192
LOT 193
LOT 194
LOT 195
AREA S.F.
1046 S.F.
1052 S.F.
1449 S.F.
1751 S.F.
1053 S.F.
1053 S.F.
1053 S.F.
1053 S.F.
1053 S.F.
1732 S.F.
2115 S.F.
966 S.F.
966 S.F.
966 S.F.
1359 S.F.
Lot Areas
Lot Number
LOT 196
LOT 197
LOT 198
LOT 199
LOT 200
AREA S.F.
1389 S.F.
966 S.F.
966 S.F.
966 S.F.
1547 S.F.
REVIEWED BY:
B. Tessely
CLIENT:
Capstone
DRAWN BY:
SCALE:
DATE:
8/28/15
PROJECT:
939-001
Sheet
Of 3 Sheets
CAPSTONE COTTAGES NOTICE
:
According to Colorado law you must commence any legal action based
upon any defect in this survey within three years after you 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 certificate shown
hereon.
RANGE:
TOWNSHIP:
SECTION:
301 N���� H���� S�����, S���� 100
F��� C������, C������� 80521
E N G I N E E R I N G
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PHONE: 970.221.4158
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NORTH
( U.S. SURVEY FEET )
1 inch = ft.
XX 0 XX Feet
XX
XX XX
2
CITY OF FORT COLLINS
STATE OF COLORADO L. Smith
1"=50'
68 W of the 6th PM
CAPSTONE COTTAGES
A TRACT OF LAND LOCATED IN THE WEST HALF OF SECTION 7, TOWNSHIP 7 NORTH, RANGE 68 WEST
OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
SEE SHEET 3
SET #4 REBAR w/1"
PLASTIC CAP, LS 37987
LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
PROPOSED RIGHT-OF-WAY
FOUND PROPERTY CORNER
AS DESCRIBED
SECTION LINE
UE UTILITY EASEMENT
D&UE DRAINAGE & UTILITY EASEMENT
A,D&UE ACCESS, DRAINAGE & UTILITY
EASEMENT
SECTION CORNER
DRAFT
8-28-15
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.
NOTICE OF OTHER DOCUMENTS:
All persons take notice that the Owner has executed certain documents pertaining to this Development which create certain rights and obligations of the Development, the Owner
and/or subsequent Owners of all or portions of the Development site, many of which obligations constitute promises and covenants that, along with the obligations under this Plat, 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 and should be closely examined by all persons
interested in purchasing any portion of the Development site.
SURVEYOR'S STATEMENT
I, Eric, R. Smith, 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 foregoing plat is an accurate
representation thereof, all this to the best of my knowledge, information and belief.
Eric R. Smith
Colorado Registered Professional
Land Surveyor No. 37987
By and on behalf of Northern Engineering Services
CERTIFICATE OF DEDICATION:
The Owner does hereby dedicate and convey to the City of Fort Collins, Colorado (hereafter “City”), for public use, forever, a permanent right-of-way for street purposes and the “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. The streets dedicated on this Plat are the fee property of the City as provided in Section 31-23-107 C.R.S. The City's rights under the Easements
include the
right to install, operate, access, maintain, repair, reconstruct, remove and replace within the Easements public improvements consistent with the intended purpose of the Easements; the
right to
install, maintain and use gates in any fences that cross the Easements; the right to mark the location of the Easements with suitable markers; and the right to permit other public utilities
to
exercise these same rights. Owner reserves the right to use the Easements for purposes that do not interfere with the full enjoyment of the rights hereby granted. The City is responsible
for
maintenance of its own improvements and for repairing any damage caused by its activities in the Easements, but by acceptance of this dedication, the City does not accept the duty of
maintenance of the Easements, or of improvements in the Easements that are not owned by the City. Owner will maintain the surface of the Easements in a sanitary condition in compliance
with
any applicable weed, nuisance or other legal requirements.
Except as expressly permitted in an approved plan of development or other written agreement with the City, Owner will not install on the Easements, or permit the installation on the
Easements,
of any building, structure, improvement, fence, retaining wall, sidewalk, tree or other landscaping (other than usual and customary grasses and other ground cover). In the event such
obstacles
are installed in the Easements, the City has the right to require the Owner to remove such obstacles from the Easements. If Owner does not remove such obstacles, the City may remove
such
obstacles without any liability or obligation for repair and replacement thereof, and charge the Owner the City's costs for such removal. If the City chooses not to remove the obstacles,
the City
will not be liable for any damage to the obstacles or any other property to which they are attached.
The rights granted to the City by this Plat inure to the benefit of the City's agents, licensees, permittees and assigns.
ATTORNEY'S CERTIFICATION
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.
Attorney:________________________________________
Address: ________________________________________
________________________________________
Registration No.:__________________________________
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.
APPROVED AS TO FORM, CITY ENGINEER
By the City Engineer of the City of Fort Collins, Colorado this ______day of _____________ A.D., 20_____.
____________________________________________________
City Engineer
PLANNING APPROVAL
By the Director of Community Development and Neighborhood Services (CDNS) of the City of Fort Collins, Colorado this _____ day of
___________ A.D., 20_____.
____________________________________________________
Director of CDNS
NOTES:
1) The Basis of Bearings is the West line of the Northwest Quarter of said Section 7 as bearing North 00° 33' 51" East (assumed bearing) and
monumented as shown on drawing.
2) All information regarding easements, right-of-way or title of record, Northern Engineering relied upon Property Information Binder Order Number
FCIF 25121384 and FCIF 25121385, dated March 5, 2014, prepared by Land Title Guarantee Company.
3) The lineal unit of measurement for this plat is U. S. Survey Feet.
4) There are no lienholders for this property. (TBD)
5) Entire site is located in the FEMA-regulatory Poudre River 500-year Floodplain.
6) "At-Risk Population and Essential Service" critical facilities are not allowed within the 500-year Floodplain.
7) See Section 3.4.1(E) of the Lane Use Code for allowable uses within the "Natural Habitats Buffer Zone." Refer to planning documents by Ripley
Design, Inc. for additional information.
STATEMENT OF OWNERSHIP AND SUBDIVISION:
Know all persons by these presents, that the undersigned owner(s) of the following described land: A tract of land being a portion of the West Half of Section 7, Township 7 North, Range
68
West of the 6th P.M., City of Fort Collins, County of Larimer, State of Colorado being more particularly described as follows:
Considering the West line of the Northwest Quarter of said Section 7 as bearing North 00° 33' 51" East and with all bearings contained herein relative thereto:
Commencing at the West Quarter corner of Section 7; thence along said West line, North 00° 33' 51" East, 342.22 feet; thence, South 89° 26' 09" East, 30.00 feet to a point on the East
right-of-way line of Lemay Avenue, said point being the POINT OF BEGINNING; thence along said East right-of-way line, North 00° 33' 51” East, 651.37 feet; thence departing said East
right-of-way line, South 89° 26' 09” East, 287.98 feet to a point on the east line of that tract of land described at Reception No. 97065351, Larimer County Records; thence along said
east line,
North 00° 33' 51” East, 24.72 feet to a point on the southeasterly line of that tract of land described at Reception No. 88025752, Larimer County Records; thence along said southeasterly
line,
North 37° 27' 48” East, 232.40 feet; thence departing said southeasterly line, South 52° 32' 12” East, 7.50 feet; thence along a non-tangent curve concave to the northeast having a central
angle of
98° 20' 32” with a radius of 20.00 feet, an arc length of 34.33 feet and the chord of which bears South 11° 42' 28” East, 30.27 feet; thence, South 60° 52' 44” East, 871.66 feet to a
point on the
west line of that tract of land described at Reception No. 20080065889, Larimer County Records; thence along said west line, South 31° 36' 41” West, 8.01 feet; thence along the south
line of
that tract of land described at Reception No. 20080065889, South 60° 52' 44” East, 140.00 feet to a point on the west line of the plat of Fort Collins Business Center Third Filing; thence
along
said west line the following five (5) courses and distance: South 32° 39' 26” West, 60.12 feet; thence, South 60° 52' 44” East, 100.57 feet; thence, South 29° 07' 16” West, 300.00 feet;
thence,
South 60° 52' 44” East, 206.10 feet; thence, South 29° 07' 16” West, 510.00 feet to the northerly right-of-way line of Lincoln Avenue; thence along said northerly right-of-way line the
following
nine (9) courses and distances: North 60° 52' 44” West, 299.35 feet; thence along a curve concave to the southwest having a central angle of 06° 21' 00” with a radius of 1206.00 feet,
an arc
length of 133.66 feet and the chord of which bears North 64° 03' 14” West, 133.59 feet; thence, North 00° 33' 51” East, 35.94 feet; thence along a non-tangent curve concave to the north
having a
central angle of 09° 55' 12” with a radius of 376.00 feet, an arc length of 65.10 feet and the chord of which bears North 82° 06' 52” West, 65.02 feet; thence, North 77° 09' 16” West,
19.45 feet;
thence along a curve concave to the south having a central angle of 00° 27' 02” with a radius of 1117.00 feet, an arc length of 8.78 feet and the chord of which bears North 77° 22' 46”
West, 8.78
feet; thence, South 88° 54' 32” West, 52.63 feet; thence along a non-tangent curve concave to the southwest having a central angle of 14° 59' 27” with a radius of 1206.00 feet, an arc
length of
315.54 feet and the chord of which bears North 81° 58' 55” West, 314.64 feet; thence, North 89° 29' 09” West, 54.67 feet to a point on the east line of the plat of Bank of Colorado;
thence along
said east line, North 07° 45' 26” West, 291.70 feet; thence along the north line of said Bank of Colorado, South 88° 54' 32” West, 237.52 feet to the Point of Beginning.
The above described area contains 1,232,108 square feet or 28.285 acres more or less and is subject to all easements and rights-of-way now on record or existing.
For themselves and their successors in interest (collectively "Owner") have caused the above described land to be surveyed and subdivided into lots, tracts and streets as shown on this
Plat to be
known CAPSTONE COTTAGES (the "Development"), subject to all easements and rights-of-way now of record or existing or indicated on this Plat. The rights and obligations of this Plat shall
run with the land.
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.
CAPSTONE COTTAGES
A TRACT OF LAND LOCATED IN THE WEST HALF OF SECTION 7, TOWNSHIP 7 NORTH, RANGE 68 WEST
OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
OWNER:
By: ________________________________
STATE OF COLORADO )
)SS
COUNTY OF LARIMER )
The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by
_________________________________ as ________________________ of __________________________
Witness my hand and official seal
My commission expires: ________________
_______________________________
Notary Public
OWNER:
By: ________________________________
STATE OF COLORADO )
)SS
COUNTY OF LARIMER )
The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by
_________________________________ as ________________________ of __________________________
Witness my hand and official seal
My commission expires: ________________
_______________________________
Notary Public
OWNER:
By: ________________________________
STATE OF COLORADO )
)SS
COUNTY OF LARIMER )
The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by
_________________________________ as ________________________ of __________________________
Witness my hand and official seal
My commission expires: ________________
_______________________________
Notary Public
LIENHOLDER:
By: ________________________________
STATE OF COLORADO )
)SS
COUNTY OF LARIMER )
The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by
_________________________________ as ________________________ of __________________________
Witness my hand and official seal
My commission expires: ________________
_______________________________
Notary Public
DRAFT
8-28-15