HomeMy WebLinkAboutLAKEVIEW SUBDIVISION - FDP - FDP130047 - PLANS - SUBDIVISION PLATDRAKE RD.
S.LEMAY AVE.
STOVER ST.
BROOKWOOD DR.
LAKESHORE DR.
E. SWALLOW RD.
COLUMBIA RD.
PARKWOOD DR.
OXFORD LN.
EASTWOOD DR.
STANFORD RD.
CAMELOT DR.
WILLIAMS
LAKE
NELSON
RESERVOIR
WOODWARD
GOVENOR
DRAKE RD.
FOOTHILLS BASIN
SPRING CREEK BASIN
DRAKE RD.
S.LEMAY AVE.
STOVER ST.
BROOKWOOD DR.
LAKESHORE DR.
E. SWALLOW RD.
COLUMBIA RD.
PARKWOOD DR.
OXFORD LN.
EASTWOOD DR.
STANFORD RD.
CAMELOT DR.
WILLIAMS
LAKE
NELSON
RESERVOIR
WOODWARD
GOVENOR
DRAKE RD.
FOOTHILLS BASIN
SPRING CREEK BASIN
1
SECTION 30, T 7 N, R 68 W
CITY OF FORT COLLINS, COLORADO L. Smith
N.A.
30
68 W of the 6th PM
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
SW CORNER OF
LOT 1, BLOCK 1
FND PK NAIL
IN CONCRETE
FENCE POST
FND #4 REBAR, NO CAP
0.7' FROM TRUE POSITION
NW CORNER SECTION 30-7-68
FND. 3" ALUMINUM
MONUMENT IN RANGE BOX
PLS 20123
LOT 10
LOT 9
LOT 8
LOT 7
LOT 6
SILVERWOOD VILLAGE
SECOND FILING
ELDORADO
SPRINGS
SECOND FILING
LOT 104
LOT 105
LOT 106
LOT 108
LOT 109
LOT 110
LOT 111
EASTBOROUGH
LOT 131 LOT 132 LOT 133 TRACT A
DRAKE ROAD (WIDTH VARIES)
(ROW PER PARKWOOD FIRST FILING
& FIRST CHRISTIAN CHURCH P.U.D.)
FND #4 REBAR
w/PLASTIC CAP
LS 14823
1043.04'
N89�46'12"E 50.00'
N89�46'12"E 679.12'
LEMAY AVENUE
PORTION OF LOT 1
BLOCK 1
FIRST CHRISTIAN CHURCH P.U.D.
EXCEPTED PARCEL
"NOT INCLUDED IN THIS
SUBDIVISION PLAT"
NE CORNER LOT 1
FND #4 REBAR
w/PLASTIC CAP
LS 14823
S00�13'48"E 2639.25'
N00�36'00"W (R)
(BASIS OF BEARINGS)
WEST LINE OF THE
NORTHWEST QUARTER
SECTION 30-7-68
LOT 36
6043 sq.ft.
LOT 21
6000 sq.ft.
LOT 37
6046 sq.ft.
LOT 19
6180 sq.ft.
LOT 10
6300 sq.ft.
LOT 32
6000 sq.ft.
LOT 28
7310 sq.ft.
LOT 27
6000 sq.ft.
LOT 29
8371 sq.ft.
LOT 26
6000 sq.ft.
LOT 25
6000 sq.ft.
LOT 8
6162 sq.ft.
LOT 9
6195 sq.ft.
LOT 2
6000 sq.ft.
LOT 7
12640 sq.ft.
LOT 6
9335 sq.ft.
LOT 39
8082 sq.ft.
LOT 15
6167 sq.ft.
LOT 17
8253 sq.ft.
LOT 41
6056 sq.ft.
LOT 11
6300 sq.ft.
LOT 12
6300 sq.ft.
LOT 13
6300 sq.ft.
LOT 14
6300 sq.ft.
LOT 16
8199 sq.ft.
LOT 38
7367 sq.ft.
LOT 30
6689 sq.ft.
LOT 31
6000 sq.ft.
LOT 35
6984 sq.ft.
LOT 34
6881 sq.ft.
LOT 33
6050 sq.ft.
LOT 20
6000 sq.ft. LOT 18
6000 sq.ft.
LOT 22
6000 sq.ft.
S20�38'30"E 105.00'
C1
N20�38'30"W 91.85'
S20�38'30"E 115.00'
S20�38'30"E
111.08'
S03�42'41"W
115.43'
N87�48'32"E 102.01'
L2
S29�41'27"W
128.63'
S89�41'42"E
56.78'
60.00'
N89�41'42"W
72.64'
L19
N29�41'27"E
136.20'
N89�41'42"W
98.65'
60.00'
N89�41'42"W
105.00'
N89�41'42"W
105.00'
60.00'
N89�41'42"W
105.00'
60.00'
N89�41'42"W
105.00'
60.00'
N89�41'42"W
105.00'
60.00'
N89�41'42"W
105.00'
60.00'
N89�41'42"W
97.93'
60.00'
N61�33'00"W
121.01'
60.00'
S50�44'37"W
104.79'
N33�04'39"W
107.33'
S89�41'42"E 240.19'
60.00'
S82�10'30"E
60.52'
S89�41'42"E
60.00'
N00�18'18"E
80.02'
L1
60.00' 60.00'
60.19' 60.00'
N00�18'18"E
103.60'
N89�41'42"W
100.00'
N00�18'18"E
100.00'
N00�18'18"E
100.00'
N00�18'18"E
100.00'
N00�18'18"E
100.00'
56.64'
N20�38'30"W
100.00'
60.00'
N20�38'30"W
100.00'
60.00'
N20�38'30"W
100.00'
S69�21'30"W 146.73'
N20�38'30"W
100.00'
60.00'
L10
S69�21'30"W
69.00'
N89�41'42"W
122.97'
39.34'
57.61'
N89�41'42"W
100.00'
64.25'
N20�38'30"W 69.80'
60.00'
57.61'
56.00'
C23
60.00'
N89�41'42"W
100.00'
64.00'
N89�41'42"W
100.00'
N00�18'18"E
60.50'
N00�18'18"E
70.00'
S89�41'42"E
100.00'
S89�41'42"E
98.98'
S89�41'42"E
93.94'
N70�16'14"E
93.58'
L4
N22�07'39"E
64.80'
57.61'
N89�41'42"W
101.20'
N89�41'42"W
100.66'
C25
L23
S89�41'42"E
131.80'
S89�41'42"E
203.00'
C
4
1
N00�18'18"E
449.12'
C
4
0
S69�21'30"W
249.19'
C
3
9
S89�41'42"E
82.64'
C
4
2
S00�18'18"W
203.00'
60.00'
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
LENGTH
25.46'
26.10'
4.70'
21.59'
5.00'
7.50'
7.50'
10.91'
1.52'
47.38'
BEARING
N18�28'42"W
S47�11'28"E
S85�00'52"W
N46�27'03"E
S20�38'30"E
N20�38'30"W
N20�38'30"W
S86�12'18"W
N86�12'18"E
N13�02'11"W
100.00'
107.50'
89.91'
33.79'
60.00'
6' UE
9' UE
5' UE
5' UE
6' UE
6' UE
9' UE
9' UE
9' UE
9' UE
9' UE
6' UE
6' UE
6' UE
6' UE
9' UE
6' UE
5' UE
5' UE
5' UE
LOT 3
6450 sq.ft.
LOT 4
6850 sq.ft.
LOT 5
8720 sq.ft.
N69�21'30"E 60.00'
L5
N69�21'30"E
60.00'
S20�38'30"E 107.50'
N69�21'30"E
60.00'
L6
L7
N69�21'30"E
60.00'
N69�21'30"E
83.16'
20.53'
100.00'
81.48'
(R) N69�37'43"E
N69�59'57"E 274.07'
Delta= 19�56'07"
R=838.55' L=291.76'
Dir= N79�57'58"E
(R) N81�10'17"E
Chord= 290.29'
S00�18'18"W 989.72'
(R) S00�03'54"E
S89�46'12"W 527.17'
(R) S89�24'00"W
PEONY WAY
26.5' 26.5'
ZINNIA WAY
GERANIUM LANE
BLUEBONNET LANE
FEATHERGRASS DRIVE
26.5' 26.5'
26.5' 26.5'
26.5' 26.5'
13.0'
18.5'
65.00'
13.5' UE
UTILITY
ESMT.
UTILITY
EASEMENT
C
4
7
EAST LINE OF
LOT 1, BLOCK 1
FIRST CHRISTIAN
CHURCH P.U.D.
SOUTH LINE OF LOT 1, BLOCK 1
FIRST CHRISTIAN CHURCH P.U.D.
30.92'
LINE TABLE
LINE
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
LENGTH
30.06'
21.57'
4.85'
12.67'
29.77'
9.17'
7.65'
3.80'
35.51'
11.87'
BEARING
N20�38'30"W
N00�28'44"E
N45�00'00"W
N00�28'44"E
N00�28'44"E
N86�12'18"E
N86�12'18"E
S51�46'36"E
S55�36'14"W
S02�22'48"E
40' ACCESS & EMERGENCY
ACCESS EASEMENT BY
SEPARATE DOCUMENT
REC. NO. 20130072401
TRACT E
U,PAE&EAE
12,547 sq. ft.
0.288 ac.
L24
L25
L26
72.90'
203.17'
65.00'
13.0'
131.85'
18.0'
5.5'
LOT 24
6612 sq.ft.
N00�12'19"W 478.52'
Delta= 40�44'54"
R=113.00' L=80.36'
Dir= N20�10'08"E
Chord= 78.68'
Delta= 40�03'51"
R=78.00' L=54.54'
Dir= N20�30'40"E
Chord= 53.44'
N00�28'44"E 55.78'
Delta= 21�07'14"
R=219.50' L=80.91'
Dir= N10�04'53"W
Chord= 80.46'
N20�38'30"W 117.65'
N20�38'30"W 104.04'
C
5
3
C
5
4
L3
C
5
5
C56
C57
C58
5' UE
C59
C60
6' UE
7' UE
C61
(PRIVATE)
(PRIVATE)
(PRIVATE)
(PRIVATE)
(PRIVATE)
UTILITY, ACCESS
& EMERGENCY
ACCESS EASEMENT BY
SEPARATE DOCUMENT
REC. NO. 20130072401
UTILITY, ACCESS
& EMERGENCY
ACCESS EASEMENT BY
SEPARATE DOCUMENT
REC. NO. 20130072401
UTILITY, ACCESS
& EMERGENCY
ACCESS EASEMENT BY
SEPARATE DOCUMENT
REC. NO. 20130072401
PARKWOOD
FIRST FILING
L28
108.90' 60.00' 60.00' 60.00' 60.00' 60.00' 65.00'
TRANSIT EASEMENT
(SEE NOTE 5)
N68�54'38"E 243.13'
SIGHT DISTANCE
EASEMENT
TRACT B
U,D&PAE
66,480 sq. ft.
1.526 ac.
LOT 40
6953 sq.ft.
LOT 42
6976 sq.ft.
TRACT F
U&PAE
1,100 sq. ft.
0.025 ac.
LOT 23
6030 sq.ft.
LOT 1
6260 sq.ft.
TRACT D
U,PAE&EAE
89,073 sq. ft.
2.045 ac.
TRACT A
U&PAE
28,118 sq. ft.
0.645 ac.
41.81'
C2
60.00'
S69�21'30"W 183.58'
C
3
21.77'
C5
C4
C
6
C
7
C
8
11.01'
C
1
0
C9
60.00'
60.00'
60.00'
N00�18'18"E 317.91'
60.00' 60.00'
C12
C
1
1
6.89'
C
1
3
C14
C16
C
1
5
19.88'
C17
60.00'
S89�41'42"E 256.35'
60.00'
87.39'
C18
48.47'
L9
C
2
0
8.43'
69.00'
L11
L12
C19
60.00' 60.00'
N69�21'30"E 249.19'
60.76'
C
2
1
60.00' 89.20' 72.92'
S00�18'18"W 449.12'
46.50' 60.50' 60.00'
C
2
2
N89�41'42"W 168.00'
91.50'
C
2
4
61.50'
N00�18'18"E 102.40'
C
2
7
C28
C
2
9
C30
C
3
1
S89�41'42"E 71.21'
C
3
2
46.50'
57.39'
S00�18'18"W 168.00'
61.50'
C
2
6
N89�41'42"W 84.65'
C
3
6
C35
L8
C34
C
3
3
256.06'
C37
6' UE PER FIRST CHRISTIAN
CHURCH P.U.D.
6' UE PER FIRST CHRISTIAN
CHURCH P.U.D.
C
3
8
C
4
3
514.17'
C45
8.00'
C
4
4
191.07'
39.11' 38.89'
9' UE
79.15' 76.50'
9' UE
4.00'
60.00'
60.00'
60.00'
60.00'
60.00'
40.90'
9' UE
65.71'
C
4
6
C
6
2
C
6
4
C
6
5
C66
C67
L14
L13
L15
C63
L16
L17
C
4
8
C
4
9
C
5
1
C
5
2
C68
C69
TRACT C
U&PAE
5,202 sq. ft.
0.119 ac.
C70
5.50'
57.61' 60.00'
5.50'
C71
175.01'
18.00'
L27
22.33'
13.00'
N00�12'19"W 478.50'
54.00'
5.00'
95.55'
C72
L18
C
7
3
C74
39.30'
C75
C
7
6
C77
29.90'
C
5
0
89.53'
3' DE
(TYP) 3' DE
(TYP)
3' DE (TYP)
3' DE (TYP)
3' DE (TYP)
3' DE (TYP)
3' DE
(TYP) 3' DE
(TYP)
3' DE (TYP)
3' DE (TYP)
3' DE
(TYP)
3' DE
(TYP)
LINE TABLE
LINE
L21
L22
L23
L24
L25
L26
L27
L28
LENGTH
20.00'
11.70'
19.96'
14.65'
13.15'
13.00'
17.29'
4.62'
BEARING
S87�37'12"W
N02�22'48"W
S86�12'18"W
N86�12'18"E
S89�41'42"E
S89�41'42"E
S00�28'44"W
S20�38'30"E
L20
L21
L22
60.00'
3' DE
3' DE
3' DE
3' DE
WEST QUARTER CORNER
SECTION 30-7-68
FND. 3" ALUMINUM
MONUMENT IN CONCRETE
PLS 20123
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
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
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
C76
C77
DELTA
81�35'55"
8�24'05"
11�42'02"
13�54'18"
138�45'23"
31�23'17"
27�17'10"
30�48'43"
2�33'52"
13�54'18"
13�54'18"
5�23'55"
36�14'04"
117�48'35"
32�03'10"
1�36'57"
13�54'18"
90�30'37"
84�01'21"
16�50'48"
110�56'48"
90�00'00"
89�29'23"
90�00'00"
90�30'37"
90�00'00"
5�58'11"
13�54'18"
26�12'15"
117�48'35"
24�19'24"
90�00'00"
6�54'04"
80�03'16"
8�26'43"
13�41'45"
2�12'16"
32�44'12"
16�50'48"
110�56'48"
90�00'00"
90�00'00"
12�17'21"
11�23'16"
90�30'37"
31�33'18"
2�07'29"
15�59'01"
5�08'13"
18�27'02"
29�33'32"
9�39'25"
45�28'44"
36�00'34"
46�00'15"
90�30'37"
89�29'23"
90�30'37"
135�13'35"
86�18'12"
16�50'48"
7�56'06"
85�43'34"
35�43'39"
10�47'01"
129�33'38"
2�15'58"
9�04'57"
27�17'33"
90�30'37"
89�29'23"
58�51'54"
130�25'35"
71�33'41"
72�49'46"
152�58'57"
76�25'26"
RADIUS
12.75'
50.00'
188.50'
188.50'
84.50'
84.50'
84.50'
84.50'
84.50'
188.50'
188.50'
84.50'
84.50'
84.50'
84.50'
188.50'
188.50'
12.50'
12.75'
103.00'
23.50'
23.50'
12.50'
8.50'
12.50'
8.50'
188.50'
188.50'
84.50'
84.50'
84.50'
23.50'
235.00'
12.75'
50.00'
84.50'
188.50'
84.50'
76.50'
50.00'
50.00'
50.00'
188.50'
84.50'
12.50'
84.50'
838.55'
235.00'
235.00'
43.00'
100.00'
100.00'
8.50'
97.00'
8.50'
8.00'
8.00'
8.00'
3.50'
8.00'
41.00'
188.50'
12.75'
84.50'
188.50'
10.50'
100.00'
235.00'
100.00'
12.50'
12.50'
4.00'
18.00'
14.00'
3.51'
18.51'
3.51'
LENGTH
18.16'
7.33'
38.49'
45.75'
204.64'
46.29'
40.24'
45.44'
3.78'
45.75'
45.75'
7.96'
53.44'
173.75'
47.27'
5.32'
45.75'
19.75'
18.70'
30.29'
45.50'
36.91'
19.52'
13.35'
19.75'
13.35'
19.64'
45.75'
38.65'
173.75'
35.87'
36.91'
28.30'
17.81'
7.37'
20.20'
7.25'
48.28'
22.49'
96.82'
78.54'
78.54'
40.43'
16.79'
19.75'
46.54'
31.10'
65.56'
21.07'
13.85'
51.59'
16.85'
6.75'
60.96'
6.82'
12.64'
12.50'
12.64'
8.26'
12.05'
12.06'
26.11'
19.07'
52.69'
35.48'
23.74'
3.96'
37.25'
47.63'
19.75'
19.52'
4.11'
40.97'
17.49'
4.47'
49.41'
4.68'
BEARING
N61�26'27"W
S73�33'33"W
S63�30'29"W
S62�24'21"W
N55�10'06"W
N75�50'33"W
N32�48'35"W
N03�45'38"W
N12�55'39"E
N07�15'27"E
N06�38'51"W
N10�54'03"W
N09�54'57"E
N45�18'18"E
N88�11'01"E
S76�35'53"E
S82�44'33"E
N45�02'59"E
N42�29'25"E
N77�46'54"E
S55�10'06"E
S45�18'18"W
N44�57'01"W
N44�41'42"W
N45�02'59"E
S45�18'18"W
N03�17'23"E
N07�15'27"E
N01�06'28"E
N44�41'42"W
N55�42'39"W
S44�41'42"E
N17�11'28"W
N53�46'04"W
S81�58'57"W
N53�18'02"W
S56�33'20"W
N44�24'04"E
S77�46'54"W
N55�10'06"W
N45�18'18"E
S44�41'42"E
S83�33'02"E
N66�27'48"E
N45�02'59"E
N27�46'19"W
S88�52'17"W
N12�38'59"W
N02�05'22"W
N78�35'01"E
S24�13'52"W
S04�37'23"W
S22�15'38"E
S18�29'01"W
S62�00'45"W
S45�02'59"W
S44�57'01"E
S45�02'59"W
S28�29'34"E
S43�37'50"W
N77�46'54"E
N10�14'32"E
N43�20'31"E
N85�44'10"W
S81�47'30"W
N28�02'10"W
N37�52'38"E
N09�11'58"W
S23�05'52"W
N45�02'59"E
N44�57'01"W
S81�12'33"E
N63�00'37"E
N33�34'40"E
S70�33'54"E
N69�21'30"E
N31�04'45"E
CHORD
16.66'
7.33'
38.43'
45.63'
158.17'
45.71'
39.86'
44.90'
3.78'
45.63'
45.63'
7.96'
52.55'
144.72'
46.66'
5.32'
45.63'
17.76'
17.07'
30.18'
38.72'
33.23'
17.60'
12.02'
17.76'
12.02'
19.63'
45.63'
38.31'
144.72'
35.60'
33.23'
28.29'
16.40'
7.36'
20.15'
7.25'
47.63'
22.41'
82.39'
70.71'
70.71'
40.35'
16.77'
17.76'
45.95'
31.09'
65.34'
21.06'
13.79'
51.02'
16.83'
6.57'
59.96'
6.64'
11.36'
11.26'
11.36'
6.47'
10.94'
12.01'
26.09'
17.34'
51.84'
35.42'
19.00'
3.95'
37.21'
47.19'
17.76'
17.60'
3.93'
32.68'
16.37'
4.17'
35.99'
4.34'
2
SECTION 30, T 7 N, R 68 W
CITY OF FORT COLLINS, COLORADO L. Smith
N.A.
30
68 W of the 6th PM
NORTH
(US SURVEY FEET)
LEGEND
PLATTED BOUNDARY LINE
EASEMENT LINE
LOT LINE
EXISTING RIGHT-OF-WAY
SECTION CORNER
FOUND CORNER AS DESCRIBED
RIGHT-OF-WAY
SECTION LINE
SET #4 REBAR, 16" LONG, WITH 1"
DIA. PLASTIC CAP, LS 14823
( IN FEET )
1 inch = ft.
0 Feet
SET NAIL & SHINER, LS 14823
XX XX
XX
XX XX
RECORDED BEARINGS FROM
FIRST CHRISTIAN CHURCH P.U.D.
(R)
POINT OF
BEGINNING
REVIEWED BY:
G. Gilliland
CLIENT:
DRAWN BY:
SCALE:
DATE:
1/8/14
PROJECT:
665-002
Sheet
Of 2 Sheets
LAKEVIEW SUBDIVISION 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:
200 S���� C������ A�����, S���� 10
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
UE UTILITY EASEMENT
U&PAE UTILITY & PUBLIC ACCESS EASEMENT
UTILITY, PUBLIC ACCESS EASEMENT
U,PAE&EAE & EMERGENCY ACCESS EASEMENT
LAKEVIEW SUBDIVISION
BEING A REPLAT OF A PORTION OF FIRST CHRISTIAN CHURCH P.U.D. LOCATED IN THE
NORTHWEST QUARTER OF SECTION 30, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE
6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
UTILITY, DRAINAGE & PUBLIC
U,D&PAE ACCESS EASEMENT
S
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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 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, 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 foregoing plat is an accurate
representation thereof, all this to the best of my knowledge, information and belief.
__________________________________
Gerald D. Gilliland
Colorado Registered Professional
Land Surveyor No. 14823
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 Planning the City of Fort Collins, Colorado this _____ day of ___________ A.D., 20_____.
____________________________________________________
Director of Planning
NOTES:
1) The Basis of Bearings is the West line of the Northwest Quarter, Section 30, Township 7 North, Range 68 West of the 6th P.M. as bearing South
00°13'48" East (assumed bearing) monumented as shown hereon.
2) All information regarding easements, right-of-way or title of record, Northern Engineering relied upon File Number NCS-493378-CO, dated
December 12, 2012, prepared by First American Title Insurance Company.
3) Subject to First Christian Church, P.U.D. Subdivision Agreement with the City of Fort Collins, dated October 10, 1980.
4) The lineal unit of measurement for this plat is U. S. Survey Feet.
5) Transit Easement is easement of access for public bus transportation, equipment, infrastructure and/or use.
6) There are no Lienholders for this property.
OWNER:Lakeview Fort Collins, LLC, a Colorado limited liability company
BY:_________________________________
Name:_______________________________
Title:________________________________
STATE OF COLORADO )
)SS
COUNTY OF LARIMER )
The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by
______________________________, as ____________________________ of Lakeview Fort Collins, LLC,
a Colorado limited liability company.
Witness my hand and official seal
My commission expires: ________________
_______________________________
Notary Public
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 Lot 1,
Block 1 of First Christian Church P.U.D., a plat of record with the Clerk and Recorder of Larimer County and is located in the Northwest
Quarter of Section 30, 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 30 as having an assumed bearing of South 00° 13' 48" East and with all
bearings contained herein relative thereto:
COMMENCING at the Northwest corner of said Section 30; thence along the West line of said Northwest Quarter, South 00° 13' 48" East,
1043.04 feet; thence, North 89° 46' 12" East, 50.00 feet to the Southwest corner of said Lot 1; thence along the South line of said Lot 1,
North 89° 46' 12" East, 679.12 feet to the POINT OF BEGINNING; thence, North 00° 12' 19" West, 478.52 feet; thence along a curve
concave to the southeast having a central angle of 40° 44' 54" with a radius of 113.00 feet, an arc length of 80.36 feet and the chord of which
bears North 20° 10' 08" East, 78.68 feet; thence along a curve concave to the northwest having a central angle of 40° 03' 51" with a radius of
78.00 feet, an arc length of 54.54 feet and the chord of which bears North 20° 30' 40" East, 53.44 feet; thence, North 00° 28' 44" East, 55.78
feet; thence along a curve concave to the southwest having a central angle of 21° 07' 14" with a radius of 219.50 feet, an arc length of 80.91
feet and the chord of which bears North 10° 04' 53" West, 80.46 feet; thence, North 20° 38' 30" West, 117.65 feet to a point on the southerly
right-of-way line of Drake Road; thence along said southerly line, North 69° 59' 57" East, 274.07 feet; thence along a curve concave to the
southeast having a central angle of 19° 56' 07" with a radius of 838.55 feet, an arc length of 291.76 feet and the chord of which bears North
79° 57' 58" East, 290.29 feet; thence departing said southerly line and along the East line of said Lot 1, South 00°18'18" West, 989.72 feet to
the Southeast corner of said Lot 1; thence, South 89°46'12" West, 527.17 feet to the Point of Beginning, contains 487,884 square feet or
11.200 acres, more or less.
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 LAKEVIEW SUBDIVISION (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.
LAKEVIEW SUBDIVISION
BEING A REPLAT OF A PORTION OF FIRST CHRISTIAN CHURCH P.U.D. LOCATED IN THE NORTHWEST QUARTER OF SECTION 30, TOWNSHIP 7 NORTH,
RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
REVIEWED BY:
G. Gilliland
CLIENT:
DRAWN BY:
SCALE:
DATE:
1/8/14
PROJECT:
665-002
Sheet
Of 2 Sheets
LAKEVIEW SUBDIVISION 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:
200 S���� C������ A�����, S���� 10
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
SITE
VICINITY MAP
NORTH 1"=2000'
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.
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