HomeMy WebLinkAboutWATERFIELD THIRD FILING - FDP - FDP140006 - SUBMITTAL DOCUMENTS - ROUND 2 - SUBDIVISION PLATTIMBERLINE ROAD
VINE DRIVE
LEMAY AVENUE
SITE
REVIEWED BY:
G. Gilliland
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
4/9/14
PROJECT:
889-001
Sheet
Of 10 Sheets
WATERFIELD THIRD FILING 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 FAX: 970.221.4159
���.�������������������.���
WATERFIELD THIRD FILING
A REPLAT OF A PORTION OF WATERFIELD SECOND FILING AND A PORTION OF WATERFIELD FIRST FILING, LOCATED IN THE WEST HALF OF SECTION 5,
TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
1
CITY OF FORT COLLINS
STATE OF COLORADO L. Smith
N.A.
5 7N
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 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.
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
Curve Table
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C22
C23
C24
C25
C26
C27
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
C40
C41
C42
C43
C44
C45
C46
C47
C48
C49
C54
C55
C56
C57
C58
C59
C60
C61
C62
C63
C64
C65
C66
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
LOT 16
LOT 17
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 14
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 8 LOT 7
LOT 10 LOT 9
LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11
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 6
LOT 5
LOT 4
LOT 3
LOT 2 LOT 1
LOT 2 LOT 1
LOT 3
SHEARWATER DRIVE
BLOCK 1
BLOCK 1
BLOCK 3
BLOCK 4
BLOCK 5
BLOCK 5
CENTERLINE OF 15'
WATERLINE EASEMENT
EAST LARIMER COUNTY
WATER DISTRICT
BOOK 1740, PAGE 896
40' BOXELDER SANITATION
DISTRICT SEWER EASEMENT
REC. NO. 98090191
CENTER OF CITY OF
GREELEY PIPELINE
EASEMENT
(UNDEFINED WIDTH)
BK 951, PG 115 &
BK 1465, PG 452
POINT OF
COMMENCEMENT
SOUTHWEST CORNER
SECTION 5-7-68
FOUND 3" ALUMINUM CAP
PLS 20123
LOT 28
9209 sq.ft.
LOT 2
6897 sq.ft.
TRACT C
U&DE
227,590 sq. ft.
5.225 ac.
LOT 6
6900 sq.ft.
LOT 2
6900 sq.ft.
LOT 4
6900 sq.ft.
LOT 13
6900 sq.ft.
LOT 5
10604 sq.ft.
LOT 7
6894 sq.ft.
LOT 4
10377 sq.ft.
LOT 3
6881 sq.ft.
LOT 1
6899 sq.ft.
LOT 3
7883 sq.ft.
LOT 5
9196 sq.ft.
LOT 4
7896 sq.ft.
LOT 29
BLOCK 3
LOT 10
6236 sq.ft.
LOT 12
6115 sq.ft.
LOT 7
7311 sq.ft.
LOT 11
6205 sq.ft.
LOT 9
6243 sq.ft.
LOT 14
7007 sq.ft.
LOT 13
5968 sq.ft.
LOT 1
6849 sq.ft.
C
2
5
43.20'
C
2
7
62.30'
C26
N80�17'57"E 161.71'
C
6
1
59.29'
S89�42'00"E
117.90'
C59
90.43'
C60
S89�42'00"E
120.83'
S89�42'00"E
123.76'
S89�42'00"E 124.43'
S89�42'00"E 124.91'
S89�42'00"E 124.82'
S89�42'00"E
124.73'
30.48'
C
5
5
61.90'
C
5
6
N00�18'00"E
114.58'
87.43'
N02�37'18"E
115.01'
C49
36.53'
BLOCK 1 BLOCK 2
BLOCK 7
BLOCK 7
BLOCK 8
50' GAS LINE EASEMENT
WESTERN SLOPE GAS
COMPANY
BOOK 1380, PAGE 222
(PUBLIC SERVICE CO.)
50' GAS LINE EASEMENT
WESTERN SLOPE GAS
COMPANY
BOOK 1380, PAGE 222
(PUBLIC SERVICE CO.)
SOUTH 1
16 CORNER
SECTION 5-7-68
FND. 2-1/2" ALUMINUM
CAP, LS 31159
LOT 8
6900 sq.ft.
LOT 5
7905 sq.ft.
LOT 7
7957 sq.ft.
LOT 6
7905 sq.ft.
LOT 2
7576 sq.ft.
LOT 3
7905 sq.ft.
LOT 4
7905 sq.ft.
LOT 1
10026 sq.ft.
TRACT G
U&DE
14,093 sq. ft.
LOT 3
6904 sq.ft.
LOT 5
6827 sq.ft.
LOT 4
6900 sq.ft.
LOT 8
7808 sq.ft.
LOT 6
6900 sq.ft.
LOT 2
6900 sq.ft.
LOT 4
6900 sq.ft.
LOT 13
LOT 9
6900 sq.ft.
TRACT F
U&DE
3,450 sq. ft.
LOT 10
6900 sq.ft.
"NEW VINE" DRIVE
MERGANSER DRIVE
BLOCK 6
BLOCK 8
MERGANSER DRIVE
BLOCK 11
BLOCK 10
LOT 21
5908 sq.ft.
LOT 13
5908 sq.ft.
LOT 20
5908 sq.ft.
LOT 14
5910 sq.ft.
LOT 22
7278 sq.ft.
LOT 2
7576 sq.ft. LOT 1
8240 sq.ft.
LOT 1
10026 sq.ft.
TRACT G
U&DE
14,093 sq. ft.
LOT 28
7969 sq.ft.
LOT 25
6898 sq.ft.
LOT 27
6900 sq.ft.
LOT 26
6899 sq.ft.
LOT 8
LOT 2 8602 sq.ft.
6900 sq.ft.
LOT 9
8295 sq.ft.
LOT 28
7798 sq.ft.
LOT 4
6532 sq.ft.
LOT 7
7661 sq.ft.
LOT 6
6532 sq.ft.
LOT 5
6532 sq.ft.
LOT 1
6415 sq.ft.
LOT 8
7808 sq.ft.
LOT 1
LOT 24 8029 sq.ft.
6900 sq.ft.
LOT 23
6827 sq.ft.
C
2
5
BLOCK 7
BLOCK 8
BLOCK 8
75'
CENTERLINE
ELECTRIC TRANSMISSION
LINE EASEMENT
BOOK 914, PAGE 585
(UNITED STATES - WAPA)
20' WATERLINE EASEMENT
EAST LARIMER COUNTY
WATER DISTRICT
BOOK 1873, PAGE 126
20' WATERLINE
EASEMENT
EAST LARIMER COUNTY
WATER DISTRICT
BOOK 1873, PAGE 126
40' EAST LARIMER COUNTY
WATER DISTRICT
RIGHT OF WAY EASEMENT
REC. NO. 20080072495
20' CITY OF FORT COLLINS
WATER MAIN EASEMENT
RECEPTION NO. 85054353
CAP, LS 17662
TRACT I
U&DE
547,253 sq. ft.
12.563 ac.
LOT 9
10519 sq.ft.
LOT 15
8022 sq.ft.
LOT 12
6900 sq.ft.
LOT 6
6900 sq.ft.
LOT 5
6827 sq.ft.
LOT 13
8029 sq.ft.
LOT 12
8539 sq.ft.
LOT 11
9465 sq.ft.
LOT 14
11012 sq.ft.
LOT 10
8655 sq.ft.
LOT 8
8637 sq.ft.
LOT 7
7575 sq.ft.
LOT 2
7395 sq.ft. LOT 3
9135 sq.ft.
LOT 4
9056 sq.ft.
LOT 5
BLOCK 8
MERGANSER DRIVE
BLOCK 9
BLOCK 9
BLOCK 9
BLOCK 11
BLOCK 11
BLOCK 10
APPROXIMATE LOCATION
OF 20' ELCO EASEMENT
& RIGHT OF WAY
BOOK 1921, PAGE 756
10' EACH SIDE OF PIPE
LOT 7
10183 sq.ft.
LOT 3
5590 sq.ft.
LOT 11
6682 sq.ft.
LOT 4
5590 sq.ft.
LOT 5
5590 sq.ft.
LOT 6
5590 sq.ft.
LOT 7
5589 sq.ft.
LOT 8
5591 sq.ft.
LOT 9
5590 sq.ft.
LOT 2
5882 sq.ft.
LOT 10
5590 sq.ft.
LOT 21
5908 sq.ft.
LOT 13
5908 sq.ft.
LOT 20
5908 sq.ft.
LOT 14
5910 sq.ft.
LOT 22
7278 sq.ft.
LOT 20
10334 sq.ft.
LOT 19
8073 sq.ft.
LOT 18
6900 sq.ft.
LOT 5
8281 sq.ft.
LOT 4
9478 sq.ft.
LOT 3
7722 sq.ft.
LOT 8
LOT 2 8602 sq.ft.
6900 sq.ft.
25' RIGHT-OF-WAY
LARIMER AND WELD
COUNTY CANAL
BOOK 1503, PAGE 676
25' RIGHT-OF-WAY
LARIMER AND WELD
COUNTY CANAL
BOOK 1503, PAGE 676
20' CITY OF FORT COLLINS
WATER MAIN EASEMENT
RECEPTION NO. 85054353
WEST 1
4CORNER
SECTION 5-7-68
FND. 2-1/2" ALUMINUM
CAP, LS 17662
50' GAS LINE EASEMENT
WESTERN SLOPE GAS
COMPANY
BOOK 1380, PAGE 222
(PUBLIC SERVICE CO.)
UNPLATTED
OWNER: K & M COMPANY
NORTHERLY LINE OF
WATERFIELD
SECOND FILING
WEST LINE OF THE NW 1
4
SECTION 5-7-68
UNPLATTED
C93
44.14'
C
9
4
C
1
7
8
45.65'
C165
S19�11'44"E
58.33'
C
1
1
3
53.81' 52.82'
70.07'
143.52'
45.04'
11.26'
20.04'
6.28'
C
2
1
4
15' UE
15' UE
15' UE
PUBLIC ASSESS
25' RIGHT-OF-WAY
LARIMER AND WELD
COUNTY CANAL
BOOK 1503, PAGE 676
15' UE
15' UE
CONIFER STREET
84' ROW
(PER WATERFIELD P.U.D. 2ND)
TRACT O
FUTURE COMMERCIAL
141,103 sq. ft.
3.239 ac.
TRACT K
U&DE
209,023 sq. ft.
4.799 ac.
TRACT N
FUTURE COMMERICAL
131,500 sq. ft.
3.019 ac.
S61�27'39"E 214.17'
S52�19'39"E 492.00'
N00�43'49"E 471.32'
N89�41'50"W 213.96'
Delta= 21�52'34"
R=991.00' L=378.37'
Dir= S79�21'54"W
Chord= 376.08'
Delta= 25�31'24"
R=1075.00' L=478.87'
Dir= N77�32'29"E
Chord= 474.92'
S89�41'50"E 143.70'
Delta= 89�34'44"
R=15.00' L=23.45'
Dir= N45�30'48"E
Chord= 21.14'
S70�16'39"E 260.00'
S61�27'39"E 97.20'
9' UE
9' UE 9' UE
N00�43'49"E
88.29'
CENTERLINE OF 15'
WATERLINE EASEMENT
EAST LARIMER COUNTY
WATER DISTRICT
BOOK 1740, PAGE 887
15'
POINT OF
BEGINNING
N00� 43' 47.05"E
1959.85'
NORTHWEST CORNER
SECTION 5-7-68
3" ALUMINUM CAP
IN MONUMENT BOX
PLS 20133
REVIEWED BY:
G. Gilliland
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
4/9/14
PROJECT:
889-001
Sheet
Of 10 Sheets
WATERFIELD THIRD FILING 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 FAX: 970.221.4159
���.�������������������.���
WATERFIELD THIRD FILING
A REPLAT OF A PORTION OF WATERFIELD SECOND FILING AND A PORTION OF WATERFIELD FIRST FILING, LOCATED IN THE WEST HALF OF SECTION 5,
TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
NORTH
( IN FEET )
1 inch = ft.
0 Feet
(US SURVEY FEET)
XX XX
XX
XX XX
10
CITY OF FORT COLLINS
STATE OF COLORADO L. Smith
1"=50'
5 7N
68 W of the 6th PM
SEE SHEET 8
KEYMAP
SHEET 4
SHEET 6 SHEET 7
SHEET 8
SHEET 9
SHEET 10
SHEET 5
LEGEND
BOUNDARY LINE
CENTERLINE
EASEMENT LINE
LOT LINE
RIGHT-OF-WAY
SET #4 REBAR WITH
PLASTIC CAP, LS 14823
SET PK NAIL & SHINER
FOUND PROPERTY CORNER
AS DESCRIBED
UE UTILITY EASEMENT
SECTION LINE
FOUND SECTION CORNER
AS DESCRIBED
U&DE UTILITY & DRAINAGE EASEMENT
A,U&DE ACCESS, UTILITY & DRAINAGE EASEMENT
DE DRAINAGE EASEMENT
S:\Survey Jobs\889-001\Dwglat\889-001 Waterfield Plat.dwg, 4/8/2014 1:21:45 PM, DWF6 ePlot.pc3
LOT 9
8295 sq.ft.
LOT 6
8769 sq.ft.
LOT 5
7667 sq.ft.
LOT 6
7558 sq.ft.
LOT 7
7448 sq.ft.
LOT 8
7338 sq.ft.
LOT 9
7229 sq.ft.
LOT 19
6907 sq.ft.
LOT 11
6955 sq.ft.
LOT 10
7119 sq.ft.
LOT 14
7789 sq.ft. LOT 15
7646 sq.ft.
LOT 12
7577 sq.ft.
LOT 13
7786 sq.ft.
LOT 23
LOT 22 9789 sq.ft.
LOT 21 8069 sq.ft.
6907 sq.ft.
LOT 20
6907 sq.ft.
LOT 17
6907 sq.ft.
LOT 18
6907 sq.ft.
LOT 28
7798 sq.ft.
LOT 25
6297 sq.ft.
LOT 24
10764 sq.ft.
LOT 1
8029 sq.ft.
LOT 16
6907 sq.ft.
LOT 24
LOT 23
6827 sq.ft.
LOT 22
6900 sq.ft.
LOT 21
9114 sq.ft.
134.94' (R)
N76�29'21"E 134.67'
S30�54'04"W 58.92'
58.63' (R)
64.27'
C
1
4
1
60.00' 60.00' 60.50'
N57�28'30"W 363.64'
60.00'
60.00' 59.36' 60.00'
4.71'
C
1
4
4
C143
C
1
4
2
C
1
6
1
C160
C159
61.28'
130.02'
C
1
5
6
C157
C
1
5
8
63.72'
C
1
4
5
64.27'
C146
C
1
4
7
52.84'
S00�17'00"W 172.85'
60.00'
89.00'
S32�31'30"W
128.70'
60.03'
S32�31'30"W
126.88'
S32�31'30"W
125.05'
60.03'
S55�43'51"E 442.96'
S32�31'30"W
123.22'
S32�31'30"W
121.39'
60.03' 60.03'
S32�31'30"W
119.57'
S32�31'30"W
117.74'
60.03'
N32�31'30"E
115.00'
N57�28'30"W 133.09'
115.00'
60.00'
S32�31'30"W 163.15'
61.20'
N32�31'30"E
151.11'
N46�07'51"W 106.21'
N73�31'28"W
125.57'
50.96'
N89�42'56"W
115.01'
68.50'
N89�42'56"W
115.01'
N00�17'02"E
60.00'
N89�42'56"W
115.01'
N00�17'02"E
59.36'
N00�17'02"E
60.00'
S32�31'30"W
71.84'
N59�15'34"W
115.06'
N78�37'26"W
115.72'
S18�09'39"W
60.72'
N89�42'00"W
115.00'
N89�42'00"W
115.00'
N65�19'11"W
134.58'
N76�46'59"W
130.55'
N83�41'17"W
117.62'
N32�31'30"E
116.83'
S32�31'30"W
115.00'
57.54'
S25�53'28"W
119.70'
S64�35'07"E 114.09'
S16�47'49"W
115.66'
S81�53'37"E 113.79'
S07�42'17"W
119.83'
57.25'
S00�18'00"W
115.12'
60.00'
S00�18'00"W
115.12'
60.00'
S00�18'00"W
115.12'
60.00'
S00�18'00"W
115.12'
60.00'
S00�18'00"W
115.12'
S89�42'00"E 547.47'
S00�18'00"W
115.12'
60.00'
S00�18'00"W
115.12'
80.56'
S10�26'11"W
114.77'
106.91'
S26�59'04"W 129.32'
144.80'
N89�42'00"W
105.19'
N48�58'08"E 161.32'
58.25'
N89�42'00"W
112.65'
S00�14'17"E 387.80'
N89�42'00"W
113.73'
58.25'
N89�41'59"W
114.26'
68.25'
60.42'
N00�18'00"E
110.94'
50.39'
N00�18'00"E
110.94'
50.39'
N00�18'00"E
110.94'
50.41'
N00�18'38"E
110.94'
50.37'
N00�18'00"E
110.94'
N89�42'00"W 595.77'
N00�18'00"E
110.94'
50.39'
N00�18'00"E
110.94'
50.39'
N00�18'00"E
110.94'
50.39'
N00�18'00"E
110.94'
56.67'
N04�12'35"E
112.50'
75.57'
58.25'
S00�18'00"W
110.94'
53.25'
S00�18'00"W
110.94'
53.25'
S00�18'00"W
110.94'
53.25'
S00�18'00"W
110.94'
53.25'
S00�18'58"W
110.94'
53.25'
S00�18'00"W
110.94'
S89�42'00"E 600.81'
S00�18'00"W
110.94'
53.25'
S00�18'58"W
110.94'
53.25'
S00�18'00"W
110.94'
53.25'
S00�18'00"W
110.94'
63.29'
S32�31'30"W
100.27'
C
1
2
0
S00�17'00"W
219.34'
S57�28'30"E
399.64'
S57�28'30"E
99.72'
C
1
1
7
C
1
1
8
S89�42'00"E
466.05'
C
1
1
9
S00�17'00"W
270.90'
60.00'
C
1
8
4
115.12'
S13�15'36"W
164.82'
C
1
8
8
68.74'
C
1
9
0
C
1
9
1
C
1
9
2
60.03'
S55�43'51"E
60.03'
56.55'
56.54'
60.00'
115.12'
58.25'
50.39'
53.25'
60.00' S00�17'01"W 56.00'
S00�17'01"W 78.46' 78.33' 29.21'
70.00'
LOT 17
9428 sq.ft.
LOT 16
8706 sq.ft.
73.09'
48.15'
60.00' 60.00' 60.00' 60.00'
N57�28'30"W 499.36'
60.00' 60.00'
C
1
3
8
15.58'
C149
C
1
5
0
10.09'
C
1
5
1
60.00'
115.12'
60.00'
115.12'
60.00'
115.12'
N89�42'00"W 402.05'
60.00' 60.00'
115.12'
C152
31.96'
C
1
6
7
C166
C168
C170
C
1
6
9
N00�17'00"E 160.41'
C171
58.25' 58.25'
C
1
8
6
30.00'
N13�15'36"E 130.02'
C
1
7
3
C
1
7
5
C
1
7
6
12.05'
50.39' 50.39' 50.39'
S89�42'00"E 466.05'
50.39' 50.39' 50.39' 50.39' 50.89'
C
1
8
1
S00�17'00"W 224.38'
C
1
8
5
50.39'
C
1
8
7
C
1
8
9
C
1
9
7
C
1
9
8
60.00'
ROSYBILL DRIVE
ROSYBILL DRIVE
GOSLYN
SCOTER DR.
26.5'
26.5'
26.5'
26.5'
26.5'
26.5'
26.5'
26.5'
26.5'
26.5'
UNPLATTED
OWNER: K & M COMPANY
25' RIGHT-OF-WAY
LARIMER AND WELD
COUNTY CANAL
BOOK 1503, PAGE 676
75'
20' WATERLINE EASEMENT
EAST LARIMER COUNTY
WATER DISTRICT
BOOK 1873, PAGE 126
CENTERLINE
ELECTRIC TRANSMISSION
LINE EASEMENT
BOOK 914, PAGE 585
(UNITED STATES - WAPA)
40' EAST LARIMER COUNTY
WATER DISTRICT
RIGHT OF WAY EASEMENT
REC. NO. 20080072495
9' UE
9' UE
6' UE
9' UE
9' UE
9' UE
9' UE
9' UE
9' UE
9' UE
6' UE
6' UE
6' UE
9' UE
9' UE
9' UE
FND #4 REBAR
w/PLASTIC CAP
LS 17662
FND #4 REBAR
w/PLASTIC CAP
LS 17662
FND #4 REBAR
w/PLASTIC CAP
LS 17662
FND #4 REBAR
w/PLASTIC CAP
LS 17662
FND #4 REBAR
w/PLASTIC CAP
LS 17662
FND #4 REBAR
w/PLASTIC CAP
LS 17662
FND #4 REBAR
w/PLASTIC CAP
LS 17662
FND #4 REBAR
w/PLASTIC CAP
LS 17662
BLACK
SCOTER DR.
BLACK
DRIVE
ROSYBILL DRIVE
GOSLYN
DRIVE
GOSLYN
SCOTER DR. SCOTER DR.
GOSLYN
WEST RIGHT-OF-WAY LINE
OF TIMBERLINE DRIVE
TRACT A, WATERFIELD
FIRST FILING
NW CORNER
TRACT A
TRACT K
LOT 12
7002 sq.ft.
LOT 1
7616 sq.ft.
LOT 26
6607 sq.ft.
LOT 27
6640 sq.ft.
LOT 19
5908 sq.ft.
LOT 18
5906 sq.ft.
LOT 17
5910 sq.ft.
LOT 16
5908 sq.ft.
LOT 15
5906 sq.ft.
TRACT K
43.91'
101.45'
60.42'
C163
16.74'
75.57' 56.67' 50.39' 50.39' 50.39' 50.39' 50.37' 50.41' 50.39' 50.39'
22.00'
58.25' 53.25' 53.25' 53.25' 53.25' 53.25' 53.25' 53.25' 53.25' 53.25' 63.29'
113.29'
60.00'
6' UE
6' UE
6' UE
115.00'
60.00'
60.00'
S55�43'51"E
82.79'
N00�16'52"E 2580.12'
EAST LINE OF THE SW 1
4
SECTION 5-7-68
30.0'
70.5'
TIMBERLINE ROAD
(100.5' PUBLIC ROW)
BOOK 1448, PAGE 133
REC. NO. 2002030339 &
REC. NO. 99038594
TRACT TWO OUTLOT A
DIX AMENDED PLAT
25' RIGHT-OF-WAY
LARIMER AND WELD
COUNTY CANAL
BOOK 1503, PAGE 676
S85�44'18"E
182.33'
TRACT P
13,163 sq. ft. (A,U&DE)
N85�18'13"E 106.93'
N85�50'12"E 97.00'
N87�16'49"E 86.29'
N88�26'12"E 91.49'
N88�36'19"E 114.53'
S83�24'36"E 102.53'
S71�01'19"E 84.38'
S63�17'47"E 104.72'
S55�39'22"E 234.78'
S53�31'39"E 176.30'
TRACT K
U&DE
209,023 sq. ft.
4.799 ac.
TRACT K
U&DE
209,023 sq. ft.
4.799 ac.
5' DE
5' DE (TYP)
(TYP)
S00�17'02"W 77.47'
S00�17'02"W 95.01'
REVIEWED BY:
G. Gilliland
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
4/9/14
PROJECT:
889-001
Sheet
Of 10 Sheets
WATERFIELD THIRD FILING 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 FAX: 970.221.4159
���.�������������������.���
WATERFIELD THIRD FILING
A REPLAT OF A PORTION OF WATERFIELD SECOND FILING AND A PORTION OF WATERFIELD FIRST FILING, LOCATED IN THE WEST HALF OF SECTION 5,
TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
NORTH
( IN FEET )
1 inch = ft.
0 Feet
(US SURVEY FEET)
XX XX
XX
XX XX
9
CITY OF FORT COLLINS
STATE OF COLORADO L. Smith
1"=50'
5 7N
68 W of the 6th PM
SEE SHEET 8
SEE SHEET 7
KEYMAP
SHEET 4
SHEET 6 SHEET 7
SHEET 8
SHEET 9
SHEET 10
SHEET 5
LEGEND
BOUNDARY LINE
CENTERLINE
EASEMENT LINE
LOT LINE
RIGHT-OF-WAY
SET #4 REBAR WITH
PLASTIC CAP, LS 14823
SET PK NAIL & SHINER
FOUND PROPERTY CORNER
AS DESCRIBED
UE UTILITY EASEMENT
SECTION LINE
FOUND SECTION CORNER
AS DESCRIBED
U&DE UTILITY & DRAINAGE EASEMENT
A,U&DE ACCESS, UTILITY & DRAINAGE EASEMENT
DE DRAINAGE EASEMENT
S:\Survey Jobs\889-001\Dwglat\889-001 Waterfield Plat.dwg, 4/8/2014 1:21:39 PM, DWF6 ePlot.pc3
7667 sq.ft.
LOT 11
6900 sq.ft.
N57�28'30"W 363.64'
63.14' 60.00'
C140
C139
90.44'
C
1
3
5
112.24'
51.74'
C
1
2
6
C127
31.39'
108.70'
17.31'
C
1
2
8
C129
C
1
3
0
1.14'
59.36' 60.00'
60.00'
S89�43'00"E
115.00'
60.00'
S89�43'00"E
115.00'
42.76'
N53�42'21"E
125.67'
60.26'
N47�55'40"E
118.71'
74.36'
N53�03'49"E
115.00'
60.09'
N53�03'49"E
107.05'
L3
N89�42'00"W
114.64'
N89�42'00"W
115.03'
N89�42'00"W
115.02'
N89�42'00"W
115.02'
N89�42'00"W
115.01'
S00�18'00"W
118.86'
82.58'
S85�41'52"E 243.58'
S04�18'08"W
116.67'
93.64'
S21�17'36"W
135.16'
S32�31'30"W
128.70'
S32�31'30"W
126.88'
61.20'
N32�31'30"E
151.11'
N46�07'51"W 106.21'
N32�31'30"E
139.07'
N33�09'21"E
126.77'
79.28'
N46�07'51"W 59.77'
50.30' 69.18'
N89�42'00"W
115.07'
S66�50'57"W
117.23'
S49�14'55"W
124.36'
S57�49'27"W
128.32'
S75�12'45"W
151.82'
50.96'
N00�17'02"E 68.50'
60.00'
N00�17'02"E
59.36'
S89�42'56"E
S89�42'56"E
115.00'
S89�42'56"E
115.01'
N86�07'18"E
124.44'
C
1
9
5
S89�42'00"E
126.44'
C
1
1
6
LOT 13
9818 sq.ft.
LOT 14
8103 sq.ft.
LOT 16
7132 sq.ft.
124.44'
C
1
7
9
60.00'
N40�08'10"W 237.47'
C
1
8
0
124.36'
60.50'
C
1
8
2
60.00'
67.36'
LOT 17
9428 sq.ft.
LOT 16
8706 sq.ft.
LOT 15
8072 sq.ft.
48.15'
62.62' 61.20'
59.29'
N00�13'55"E 119.48'
C
1
9
3
S00�18'00"W
83.39'
S00�18'00"W
148.24'
C
1
9
4
S45�26'13"E
108.70'
60.50'
C
1
3
3
47.39'
C
1
3
4
29.94'
C136
33.78'
C
1
3
7
60.00' 60.00'
C
2
0
9
C
2
1
0
S13�37'13"W
264.08'
C
1
9
9
MANDARIN DRIVE
26.5'
26.5'
26.5'
26.5'
UNPLATTED
50' GAS LINE EASEMENT
WESTERN SLOPE GAS
COMPANY
BOOK 1380, PAGE 222
(PUBLIC SERVICE CO.)
CENTERLINE OF 15'
WATERLINE EASEMENT
EAST LARIMER COUNTY
WATER DISTRICT
BOOK 1740, PAGE 896
9' UE
9' UE
9' UE
9' UE
9' UE
6' UE
6' UE
6' UE
9' UE
9' UE
ROSYBILL DRIVE
WEST LINE OF THE SW 1
4
SECTION 5-7-68
C
9
4
S71�51'47"E 159.69'
C
1
0
4
LOT 18
6901 sq.ft.
N85�41'52"W 864.48'
S00�17'33"W 382.29'
749.41'
L2
C
1
0
8
20.05'
S00�17'33"W 368.18'
S89�42'00"E
103.05'
LOT 22
6924 sq.ft.
LOT 21
6901 sq.ft.
LOT 20
6902 sq.ft.
LOT 19
6901 sq.ft.
LOT 17
7014 sq.ft.
6' UE
68.18'
95.02'
C105
60.00'
C106
49.42'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
C
1
0
7
60.00'
2.21'
60.00' 60.00'
C
1
2
3
8.29'
73.00'
C
1
2
2
35.70'
C
1
0
9
6' UE
6' UE
C
1
7
8
C200
N71�51'47"W 159.69'
C
1
1
3
S71�51'47"E
159.69'
C
2
0
1
C
2
0
2
C121
C
2
0
3
C204
115.00'
S55�43'51"E
82.79'
15'
S85�41'52"E 1195.73'
S85�51'25"E 1114.85'
N30�13'21"E
42.37'
S85�51'25"E 1126.13'
N30�13'21"E
54.85'
S85�41'52"E 1270.55'
S85�41'52"E 1305.46'
S85�41'52"E 1345.43'
143.52'
20.00'
45.04'
11.26'
20.04'
6.28'
17.53'
20.04'
56.0'
LOT 1
8743 sq.ft.
BLOCK 9
15' UE
CENTERLINE OF
COUNTY ROAD 11
PER WATERFIELD P.U.D. 2ND
PUBLIC ASSESS
EASEMENT
75'
25' RIGHT-OF-WAY
LARIMER AND WELD
COUNTY CANAL
BOOK 1503, PAGE 676
C216
C215
S85�44'18"E
15' UE
TRACT M
FUTURE SCHOOL
469,007 sq. ft.
10.767 ac.
TRACT K
U&DE
209,023 sq. ft.
4.799 ac.
TRACT N
FUTURE COMMERICAL
131,500 sq. ft.
3.019 ac.
N00�43'26"E 1597.53'
S59�46'39"E 389.00'
COUNTY ROAD 11
(PER WATERFIELD P.U.D. 2ND)
15' UE
9' UE
9' UE
9' UE
9' UE
9' UE
5' DE (TYP)
5' DE (TYP)
S00�17'02"W 77.47'
S00�17'02"W 95.01'
REVIEWED BY:
G. Gilliland
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
4/9/14
PROJECT:
889-001
Sheet
Of 10 Sheets
WATERFIELD THIRD FILING 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 FAX: 970.221.4159
���.�������������������.���
WATERFIELD THIRD FILING
A REPLAT OF A PORTION OF WATERFIELD SECOND FILING AND A PORTION OF WATERFIELD FIRST FILING, LOCATED IN THE WEST HALF OF SECTION 5,
TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
NORTH
( IN FEET )
1 inch = ft.
0 Feet
(US SURVEY FEET)
XX XX
XX
XX XX
8
CITY OF FORT COLLINS
STATE OF COLORADO L. Smith
1"=50'
5 7N
68 W of the 6th PM
SEE SHEET 9
SEE SHEET 10
SEE SHEET 6
KEYMAP
SHEET 4
SHEET 6 SHEET 7
SHEET 8
SHEET 9
SHEET 10
SHEET 5
LEGEND
BOUNDARY LINE
CENTERLINE
EASEMENT LINE
LOT LINE
RIGHT-OF-WAY
SET #4 REBAR WITH
PLASTIC CAP, LS 14823
SET PK NAIL & SHINER
FOUND PROPERTY CORNER
AS DESCRIBED
UE UTILITY EASEMENT
SECTION LINE
FOUND SECTION CORNER
AS DESCRIBED
U&DE UTILITY & DRAINAGE EASEMENT
A,U&DE ACCESS, UTILITY & DRAINAGE EASEMENT
DE DRAINAGE EASEMENT
S:\Survey Jobs\889-001\Dwglat\889-001 Waterfield Plat.dwg, 4/8/2014 1:21:35 PM, DWF6 ePlot.pc3
43.20'
140.51'
C
2
7
62.30'
C26
C
5
5
61.90'
C
C
3
0
C
2
9
N89�42'00"W 1093.56'
105.00'
C
9
7
56.80' 56.80' 56.80'
S00�17'00"W 291.86'
56.80'
C
1
1
2
67.00'
C
1
0
3
60.48' 60.00' 60.00' 60.00'
N00�17'00"E 485.85'
60.00' 59.36'
C
1
6
2
L6
C
1
6
1
C160
S00�17'00"W 172.85'
60.00'
C
1
4
8
S89�42'00"E 209.00'
104.00'
C
1
7
4
89.00'
N03�45'40"E
115.21'
105.57'
L7
N14�04'01"E
115.00'
N89�42'56"W
115.01'
N00�17'02"E
59.36'
115.01'
N00�17'02"E
60.00'
N89�42'56"W 230.01'
114.96'
N89�42'00"W 230.00'
S00�18'00"W
60.00'
S00�18'00"W
60.00'
N89�42'00"W
114.98'
N89�42'00"W
115.00'
N89�42'00"W
115.01'
L4
N01�14'17"W 113.00'
S89�42'01"E
113.70'
S89�41'59"E
115.00'
S89�42'00"E
115.00'
S89�41'59"E
115.00'
S00�17'00"W 407.60'
S89�42'00"E
115.00'
S89�42'00"E
115.00'
N89�42'00"W
115.00'
N83�41'17"W
117.62'
58.25'
N89�41'59"W
114.26'
68.25'
58.25'
S00�18'00"W
110.94'
53.25'
S00�18'00"W
110.94'
53.25'
S00�18'00"W
110.94'
53.25'
S00�18'00"W
110.94'
53.25'
S00�18'58"W
110.94'
53.25'
S00�18'00"W
110.94'
S89�42'00"E 600.81'
S00�18'00"W
110.94'
53.25'
S00�18'58"W
110.94'
53.25'
S00�18'00"W
110.94'
53.25'
S00�18'00"W
110.94'
63.29'
C
1
0
1
C
1
0
0
S89�43'00"E
103.00'
C
7
2
S89�48'10"E
100.30'
C
9
8
C
9
9
S88�58'20"E
1022.54'
N00�11'50"E
436.23'
S00�17'00"W
219.34'
S00�17'00"W
302.52'
S00�17'00"W
234.08'
S00�17'00"W
270.90'
N89�42'00"W
183.64'
N89�42'00"W
664.62'
N89�42'00"W
282.00'
C
7
9
115.00'
C
1
8
8
S00�17'00"W
46.80'
C
1
9
0
105.00'
53.77'
61.30'
53.25'
60.00'
S00�17'01"W 78.46'
70.00'
S00�18'00"W 125.10'
65.10'
N82�49'00"W
77.06'
N89�41'19"W
73.79'
S89�43'00"E
103.00'
N00�17'00"E 160.41'
58.25'
N89�42'00"W 146.94'
C
1
7
2
58.25'
42.05'
S00�17'00"W 224.38'
53.25' 53.22' 53.28' 53.25' 53.32'
N89�42'00"W 591.62'
59.04' 53.25' 53.25' 53.25' 53.22'
C
1
8
3
L5
C
1
8
5
53.28'
GARGANEY DRIVE
GOSLYN
SCOTER DR.
MANDARIN DR.
29.5'
57.5'
57.5'
36.5'
36.5'
26.5'
26.5'
9' UE
TIMBERLINE ROAD
(100.5' PUBLIC ROW)
BOOK 1448, PAGE 133
REC. NO. 2002030339 &
REC. NO. 99038594
15' UE
9' UE
9' UE
9' UE
9' UE
9' UE
9' UE
6' UE
9' UE
6' UE
6' UE
9' UE
LOT 9
11489 sq.ft.
6' UE
6' UE
FND #4 REBAR
w/PLASTIC CAP
LS 14823 NE CORNER TRACT D
FND #4 REBAR
w/PLASTIC CAP
LS 14823
BLACK
DRIVE
GOSLYN
DRIVE
GOSLYN
SCOTER DR.
GOSLYN
TRACT D
WATERFIELD
FIRST FILING
LOT 12
7002 sq.ft.
LOT 27
6640 sq.ft.
LOT 19
5908 sq.ft.
LOT 18
5906 sq.ft.
LOT 17
5910 sq.ft.
LOT 16
5908 sq.ft.
LOT 15
5906 sq.ft.
LOT 3
6532 sq.ft.
LOT 2
6500 sq.ft.
L1
S89�43'00"E 67.00'
C
1
5
5
S01�48'24"W 109.48'
C
1
5
4
6.90'
3
N00�17'00"E 439.23'
968.56'
N88�58'20"W 1021.66'
968.66'
56.80' 56.80' 56.80' 56.80' 56.80' 56.80' 66.80'
20.00'
53.00'
C
2
0
7
C
2
0
6
L8
S89�42'00"E 112.19'
104.88'
22.00'
58.25' 53.25' 53.25' 53.25' 53.25' 53.25' 53.25' 53.25' 53.25' 53.25' 63.29'
9' UE
115.00'
60.00'
60.10'
36.50'
36.50'
60.00'
UNPLATTED
9' UE
15' UE
15' UE
15' UE
SHEARWATER
DRIVE
N00�16'52"E 2580.12'
EAST LINE OF THE SW 1
4
SECTION 5-7-68
DIX AMENDED PLAT
TRACT ONE
60.00'
L13
S88�58'20"E 986.36'
TRACT I
U&DE
13,163 sq. ft.
TRACT H
FUTURE MIXED USE
AND UE
431,386 sq. ft.
9.903 ac.
TRACT J
U&DE
14,835 sq. ft.
Delta= 5�40'59"
R=1157.36' L=114.79'
Dir= S22�03'14"W
Chord= 114.75'
Delta= 3�38'47"
R=1157.36' L=73.65'
Dir= S23�04'20"W
Chord= 73.64'
N88�58'20"W 1052.24'
S00�16'52"W 1146.29'
30.0'
70.5'
TRACT Q
U&DE
12,236 sq. ft.
5.00'
N80�17'58"E
75.73'
S01�54'47"E 121.85'
N81�01'24"E
92.82'
127.36'
5.04'
13.15'
116.81'
15' IRRIGATION
EASEMENT
S00�30'37"W 427.22'
S00�30'37"W 427.22'
L14
L15
5' DE
5' DE (TYP)
(TYP)
48.96'
7.86'
115.00'
56.82'
9' UE
9' UE REVIEWED BY:
G. Gilliland
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
4/9/14
PROJECT:
889-001
Sheet
Of 10 Sheets
WATERFIELD THIRD FILING 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 FAX: 970.221.4159
���.�������������������.���
WATERFIELD THIRD FILING
A REPLAT OF A PORTION OF WATERFIELD SECOND FILING AND A PORTION OF WATERFIELD FIRST FILING, LOCATED IN THE WEST HALF OF SECTION 5,
TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
NORTH
( IN FEET )
1 inch = ft.
0 Feet
(US SURVEY FEET)
XX XX
XX
XX XX
7
CITY OF FORT COLLINS
STATE OF COLORADO L. Smith
1"=50'
5 7N
68 W of the 6th PM
SEE SHEET 6
SEE SHEET 9
SEE SHEET 5
KEYMAP
SHEET 4
SHEET 6 SHEET 7
SHEET 8
SHEET 9
SHEET 10
SHEET 5
LEGEND
BOUNDARY LINE
CENTERLINE
EASEMENT LINE
LOT LINE
RIGHT-OF-WAY
SET #4 REBAR WITH
PLASTIC CAP, LS 14823
SET PK NAIL & SHINER
FOUND PROPERTY CORNER
AS DESCRIBED
UE UTILITY EASEMENT
SECTION LINE
FOUND SECTION CORNER
AS DESCRIBED
U&DE UTILITY & DRAINAGE EASEMENT
A,U&DE ACCESS, UTILITY & DRAINAGE EASEMENT
DE DRAINAGE EASEMENT
S:\Survey Jobs\889-001\Dwglat\889-001 Waterfield Plat.dwg, 4/8/2014 1:21:30 PM, DWF6 ePlot.pc3
LOT 11
6900 sq.ft.
LOT 2
6831 sq.ft.
125.50'
125.50'
60.00' 60.00'
S80�17'57"W 462.70'
60.00' 60.00'
C
2
43.20'
N80�17'57"E 534.64'
C
2
3
S89�21'34"E 298.98'
C
7
8
N80�17'57"E 170.66'
C
2
2
59.36'
S00�16'52"W 338.29'
36.52' 60.03' 61.24'
C
1
1
0
C111
C
N14�04'01"E
115.00'
N29�17'21"E
115.00'
N44�30'42"E
115.00'
N59�44'03"E
115.00'
N74�57'24"E
115.00'
S89�42'46"E
115.00'
S89�43'00"E
115.00'
N00�17'00"E 91.34'
31.34' 28.66'
S89�43'00"E 115.00'
30.00'
S89�43'00"E 115.00'
N00�16'49"E 238.66'
S89�43'00"E
115.00'
60.00'
N00�17'02"E
59.36'
N00�17'02"E
60.00'
N89�42'56"W 230.01'
S89�42'56"E
115.00'
N89�42'00"W 230.00'
N89�43'00"W
115.02'
S00�18'00"W
60.00'
N89�12'55"W
113.35'
S00�18'00"W
60.00'
S80�17'57"W 788.29'
C
7
6
N80�17'57"E
197.71'
S09�42'03"E
234.00'
S89�21'34"E
361.70'
C
7
7
N80�17'57"E
212.16'
N80�17'57"E
576.14'
S00�16'52"W
338.29'
60.00'
C
1
7
7
60.00'
60.00'
S00�18'00"W 125.10'
65.10'
N07�22'48"W
85.75'
N22�39'17"W
85.17'
N37�52'38"W
85.17'
N53�05'58"W
85.17'
N68�19'19"W
85.17'
N82�49'00"W
77.06'
60.00'
S00�16'52"W
338.29'
C
1
9
6
479.85'
N09�42'03"W
29.65'
C
2
1
3
C
2
1
2
C
2
1
1
308.44'
TEAL DR.
MANDARIN DRIVE
MANDARIN DR.
57.5'
57.5'
26.5'
26.5'
9' UE
CENTERLINE OF 15'
WATERLINE EASEMENT
EAST LARIMER COUNTY
WATER DISTRICT
BOOK 1740, PAGE 896
15' UE
15' UE
15' UE
15' UE
9' UE
9' UE
6' UE
9' UE
CAPE
WEST LINE OF THE SW 1
4
SECTION 5-7-68
UNPLATTED
N89�10'20"W
294.46'
C
1
5
C
1
5
3
C
1
3
2
C
1
3
1
C
1
2
5
C
1
2
4
60.01' 60.00' 30.00'
S00�16'52"W 338.29'
60.00'
6' UE
6' UE
60.00'
60.00'
115.00'
115.00'
115.02'
115.04'
15' UE
97.77'
SHEARWATER
15'
15'
N89�21'34"W 301.74'
C208
60.00'
56.0'
TRACT A - U&DE
CENTERLINE OF
COUNTY ROAD 11
PER WATERFIELD P.U.D. 2ND
15' UE
15' UE
TRACT B
U&DE
TRACT I
U&DE
LOT 14
8261 sq.ft.
S89�21'34"E
133.99'
S89�21'34"E
77.36'
5.00'
5.06'
S89�21'34"E
60.00'
5.00'
S89�44'34"E
59.36'
5.00'
N87�41'54"E
58.99'
N84�48'10"E
58.74'
5.00'
5.00'
N81�54'28"E
58.99'
5.00'
5.00'
N80�17'54"E
60.00'
5.00'
N80�18'00"E
69.00'
110.50'
S08�26'30"E 113.58'
S00�38'26"W 119.63'
S00�38'26"W 119.91'
S00�49'48"E 119.93'
S03�43'30"E 119.95'
S06�37'13"E 119.98'
S09�30'56"E 120.00'
S09�42'03"E 120.00'
N09�42'03"W 120.00'
N80�18'06"E
59.92'
115.00'
115.00'
LOT 1
8261 sq.ft.
LOT 3
7200 sq.ft.
LOT 5
7200 sq.ft.
LOT 7
7200 sq.ft.
TRACT L
FUTURE PARK
351,426 sq. ft.
8.068 ac.
Delta= 11�31'29"
R=1032.00' L=207.58'
Dir= N05�02'18"W
Chord= 207.23'
S89�21'34"E
76.81'
COUNTY ROAD 11 (CHERRYHURST ROAD)
(PER WATERFIELD P.U.D. 2ND)
TRACT B
19,228 sq. ft.
"NEW VINE" DRIVE
(FINAL NAME TO BE DETERMINED BY
CITY COUNCIL RESOLUTION)
TRACT I
U&DE
547,253 sq. ft.
12.563 ac.
TRACT M
FUTURE SCHOOL
469,007 sq. ft.
10.767 ac.
15.00'
110.50'
N80�17'58"E
69.00'
5.00'
S09�42'03"E 120.00'
N80�17'58"E
60.00'
S09�42'03"E 120.00'
N80�17'58"E
60.00'
5.00'
S09�42'03"E 120.00'
5.00'
N80�17'58"E
60.00'
S09�42'03"E 120.00'
N80�17'58"E
60.00'
5.00'
S09�42'03"E 120.00'
5.00'
N80�17'58"E
60.00'
S09�42'03"E 120.00'
N80�17'58"E
60.00'
5.00'
S09�42'03"E 120.00'
5.00'
N80�17'58"E
75.73'
5.04'
15.00'
115.00'
115.00'
115.00'
115.00'
115.00'
115.00'
115.00'
116.81'
5' DE (TYP)
5' DE (TYP)
5' DE (TYP)
50' PRIVATE
ACCESS
EASEMENT
9' UE REVIEWED BY:
G. Gilliland
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
4/9/14
PROJECT:
889-001
Sheet
Of 10 Sheets
WATERFIELD THIRD FILING 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 FAX: 970.221.4159
���.�������������������.���
WATERFIELD THIRD FILING
A REPLAT OF A PORTION OF WATERFIELD SECOND FILING AND A PORTION OF WATERFIELD FIRST FILING, LOCATED IN THE WEST HALF OF SECTION 5,
TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
NORTH
( IN FEET )
1 inch = ft.
0 Feet
(US SURVEY FEET)
XX XX
XX
XX XX
SEE SHEET 7
SEE SHEET 8
SEE SHEET 4 6
CITY OF FORT COLLINS
STATE OF COLORADO L. Smith
1"=50'
5 7N
68 W of the 6th PM
KEYMAP
SHEET 4
SHEET 6 SHEET 7
SHEET 8
SHEET 9
SHEET 10
SHEET 5
LEGEND
BOUNDARY LINE
CENTERLINE
EASEMENT LINE
LOT LINE
RIGHT-OF-WAY
SET #4 REBAR WITH
PLASTIC CAP, LS 14823
SET PK NAIL & SHINER
FOUND PROPERTY CORNER
AS DESCRIBED
UE UTILITY EASEMENT
SECTION LINE
FOUND SECTION CORNER
AS DESCRIBED
U&DE UTILITY & DRAINAGE EASEMENT
A,U&DE ACCESS, UTILITY & DRAINAGE EASEMENT
DE DRAINAGE EASEMENT
S:\Survey Jobs\889-001\Dwglat\889-001 Waterfield Plat.dwg, 4/8/2014 1:21:26 PM, DWF6 ePlot.pc3
N02�37'18"E
115.60'
C48
96.16'
C
8
1
S88�57'45"E
98.20'
C
7
2
S89�48'10"E
100.30'
C
7
9
C
8
6
50.90'
115.60'
C
8
7
103.81'
50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 52.60'
S00�18'00"W 70.11' 72.60' 59.95' 69.97' 68.99' S00�18'00"W 70.27'
26.5'
26.5'
9' UE
9' UE
9' UE
9' UE
9' UE
9' UE
9' UE
6' UE
6' UE
UNPLATTED
OWNER:
RITZMAN, JASON
EAST VINE DRIVE
LOT 8
6239 sq.ft.
46.19' 51.63'
C3
C
5
7
49.51'
S03�39'18"W
0.50'
50.09'
N89�42'00"W
117.90'
52.61'
41.12'
24.95'
50.09'
LOT 3
6140 sq.ft.
LOT 2
5477 sq.ft.
20.00'
41.06'
N87�20'04"W
28.95'
N89�42'00"W 100.49'
TRACT D
U&DE
2,304 sq. ft.
8.95'
59.43'
ALEUTIAN
DRIVE
SHEARWATER
DRIVE
N88�53'23"W 2644.89'
30.0'
BNSF RAILROAD
TRACT D
WATERFIELD
FIRST FILING
S01�06'37"W
30.00'
50' PUBLIC SERVICE
COMPANY EASEMENT
BOOK 1441, PAGE 749
40' BOXELDER
SANITATION DISTRICT
SEWER EASEMENT
REC. NO. 98090191
TRACT C
U&DE
30' TEMPORARY
UTILITY EASEMENT
(SEE DESCRIPTION
THIS SHEET)
S01�02'11"W 199.97'
S02�13'58"W
71.72'
S03�39'18"W 153.27'
S01�02'11"W
74.46'
Delta= 0�50'22"
R=1970.50' L=28.87'
Dir= S00�37'01"W
Chord= 28.87'
S00�11'50"W
55.06'
Delta= 11�07'10"
R=738.94' L=143.41'
Dir= S14�45'13"W
Chord= 143.18'
Delta= 5�40'59"
R=1157.36' L=114.79'
Dir= S22�03'14"W
Chord= 114.75'
9' UE
S09�42'03"E 120.00'
S01�54'47"E 121.85'
115.00'
MERGANSER DRIVE
PER WATERFIELD P.U.D. 1ST FILING
S00�18'00"W
20.00'
C18
SOUTH 1
4 CORNER
SECTION 5-7-68
3" ALUMINUM CAP
PLS 20123
REVIEWED BY:
G. Gilliland
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
4/9/14
PROJECT:
889-001
Sheet
Of 10 Sheets
WATERFIELD THIRD FILING 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 FAX: 970.221.4159
���.�������������������.���
WATERFIELD THIRD FILING
A REPLAT OF A PORTION OF WATERFIELD SECOND FILING AND A PORTION OF WATERFIELD FIRST FILING, LOCATED IN THE WEST HALF OF SECTION 5,
TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
NORTH
( IN FEET )
1 inch = ft.
0 Feet
(US SURVEY FEET)
XX XX
XX
XX XX
5
CITY OF FORT COLLINS
STATE OF COLORADO L. Smith
1"=50'
5 7N
68 W of the 6th PM
SEE SHEET 4
SEE SHEET 7
KEYMAP
SHEET 4
SHEET 6 SHEET 7
SHEET 8
SHEET 9
SHEET 10
SHEET 5
TEMPORARY UTILITY EASEMENT:
A Temporary Utility Easement being the front 30 feet of Lots 9 & 10, Block 3 as shown on this plat. This Temporary Utility Easement shall expire upon
complete and final signoff on all construction improvements to the existing portion of Merganser Drive.
LEGEND
BOUNDARY LINE
CENTERLINE
EASEMENT LINE
LOT LINE
RIGHT-OF-WAY
SET #4 REBAR WITH
PLASTIC CAP, LS 14823
SET PK NAIL & SHINER
FOUND PROPERTY CORNER
AS DESCRIBED
UE UTILITY EASEMENT
SECTION LINE
FOUND SECTION CORNER
AS DESCRIBED
U&DE UTILITY & DRAINAGE EASEMENT
A,U&DE ACCESS, UTILITY & DRAINAGE EASEMENT
DE DRAINAGE EASEMENT
S:\Survey Jobs\889-001\Dwglat\889-001 Waterfield Plat.dwg, 4/8/2014 1:21:22 PM, DWF6 ePlot.pc3
10431 sq.ft.
LOT 1
8246 sq.ft.
LOT 6
10416 sq.ft.
LOT 2
7799 sq.ft.
LOT 7
8919 sq.ft.
LOT 23
7700 sq.ft.
LOT 26
LOT 25 8516 sq.ft.
8269 sq.ft.
LOT 27
9191 sq.ft.
TRACT E
U&DE
8,496 sq. ft.
LOT 8
8319 sq.ft.
LOT 9
7913 sq.ft.
LOT 10
7508 sq.ft.
LOT 11
7103 sq.ft.
LOT 24
7869 sq.ft.
LOT 15
6900 sq.ft.
LOT 22
7272 sq.ft.
LOT 21
7009 sq.ft.
LOT 18
8031 sq.ft.
LOT 16
6900 sq.ft.
LOT 19
6900 sq.ft.
LOT 20
6907 sq.ft.
LOT 14
6900 sq.ft.
LOT 13
6900 sq.ft.
LOT 12
6900 sq.ft.
LOT 17
8031 sq.ft.
LOT 3
6974 sq.ft.
LOT 4
7450 sq.ft.
LOT 1
9130 sq.ft.
LOT 5
7803 sq.ft.
LOT 2
7857 sq.ft.
LOT 6
9360 sq.ft.
330.72'
N89�16'15"W 114.98'
60.00'
S89�16'15"E
114.98'
60.00'
60.00'
S89�16'15"E
114.60'
C
2
48.08'
N00�43'45"E 320.67'
S83�09'59"E
107.74'
C
4
132.51'
S49�28'31"E 160.97'
C
5
C
7
N40�45'38"W 166.37'
C9
C
8
49.61'
C10
C
1
1
N89�21'34"W 79.13'
C
1
2
C13
C
1
4
56.16'
C15
S80�17'57"W 175.66'
125.50'
C
1
6
59.50' 59.50'
C
2
4
125.50'
60.00' 60.00' 60.00'
S80�17'57"W 462.70'
60.00' 60.00'
C
2
5
43.20'
C26
N89�21'34"W
70.00'
N00�43'45"E 211.00'
C
3
2
60.51'
S00�43'45"W
115.00'
N89�21'34"W
60.00'
S89�21'34"E 143.13'
S00�43'45"W
115.00'
N89�21'34"W
60.00'
22.62'
C
3
3
S00�43'45"W
115.52'
N89�21'34"W
60.00'
C
3
4
S00�43'45"W
118.56'
N89�21'34"W
60.00'
C35
S00�43'45"W
124.31'
N89�21'34"W
60.00'
C
3
6
S00�43'45"W
132.82'
C
3
7
35.10'
S00�35'54"E
136.27'
S84�13'06"W
60.39'
S84�13'06"W
60.39'
60.15'
S00�54'10"E
140.33'
S84�13'06"W
60.39'
N80�17'57"E 476.65'
S01�11'44"E
144.40'
S00�43'45"W
149.41'
S84�13'06"W
60.39'
65.94'
N00�38'26"E
151.39'
60.99'
S00�38'26"W
155.58'
S84�13'06"W
60.38'
S84�13'06"W
73.90'
59.68'
31.22' 57.22' 70.27'
105.50'
C
3
8
S09�42'03"E 69.07'
S80�17'57"W
121.14'
8.57'
C39
S86�09'52"W
123.53'
C
4
0
N86�38'47"W
123.28'
56.50' 25.38'
C
4
1
S07�44'41"W 94.43'
N79�27'26"W
122.22'
79.95'
64.07'
C
4
2
N82�15'19"W 94.26'
C
4
3
N00�38'26"E
152.03'
C44
34.66'
N00�38'26"E
145.27'
60.00'
N00�43'45"E
135.27'
S00�43'45"W
142.02'
60.00'
N00�43'45"E
128.51'
60.00'
N00�43'45"E
121.76'
60.00'
N00�43'45"E
115.00'
60.00' 60.00'
N00�43'45"E
115.00'
60.00'
N00�43'45"E
115.00'
60.00'
N00�43'45"E
115.00'
60.00'
N00�43'45"E
115.00'
60.00'
N00�43'45"E
115.00'
60.49'
C
3
1
105.49'
S79�51'52"W
128.53'
N09�42'03"W 69.07'
C
5
4
N80�17'57"E 161.71'
S84�27'04"W
118.86'
C
6
6
8.39'
N89�42'00"W
115.43'
C65
N89�42'00"W
118.17'
C
6
4
N07�44'41"E 94.43'
C
6
3
C
6
1
N82�15'19"W 109.55'
C
6
2
60.50'
59.29'
C60
S89�42'00"E 124.43'
S89�42'00"E 124.91'
S89�42'00"E 124.82'
29.14' 30.48'
29.12'
S89�21'34"E 298.98'
C
7
8
C
6
C1
N02�37'18"E
115.01'
C49
36.53'
N02�37'18"E
115.60'
C48
N07�44'41"E
115.00'
38.83'
C47
N07�44'41"E
115.00'
50.00'
N07�44'41"E
115.00'
S82�15'19"E 275.80'
50.00' 50.00'
C
4
6
N89�21'34"W 724.38'
C
4
5
S00�43'45"W 220.29'
S82�15'19"E
126.17'
S04�41'10"E 158.71'
S05�21'40"W 161.84'
N89�21'34"W 724.27'
S89�21'34"E
760.33'
C
8
0
S82�15'19"E
130.26'
S82�15'19"E
145.55'
C
8
1
N00�43'45"E
265.99'
N00�43'45"E
247.06'
C
7
0
S89�21'34"E
143.13'
C
7
1
N80�17'57"E
211.66'
N80�17'57"E
300.99'
N80�17'57"E
197.71'
C
S09�42'03"E
234.00'
S09�42'03"E
105.07'
C
8
2
S07�44'41"W
130.43'
33.93'
S00�43'45"W 438.80'
C67
C68
C
6
9
C
7
3
C
7
4
60.00'
60.00'
C
7
5
60.14'
68.16'
60.00'
60.50'
C
8
4
C
8
5
60.68'
30.36'
50.00'
C
8
6
115.60'
C
8
7
C
8
9
50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 52.60'
S00�18'00"W 70.11' 72.60' 59.95' 69.97' 68.99' S00�18'00"W 70.27'
C92
26.5'
26.5'
9' UE
ALEUTIAN DRIVE
OUZEL DRIVE
TEAL DR.
MUSCOVY DRIVE
26.5'
26.5'
26.5'
26.5'
26.5'
26.5'
26.5'
26.5'
N00�43'26"E
176.00'
9' UE
9' UE
9' UE
9' UE
9' UE
9' UE
9' UE
9' UE
9' UE
9' UE
9' UE
9' UE
9' UE
6' UE
6' UE
6' UE
6' UE
9' UE
9' UE
6' UE
6' UE
EAST VINE DRIVE (66' PUBLIC ROW)
PER BOOK 1503, PAGE 676
REC. NO. 20030051065
WATERFIELD P.U.D. 2ND
RECEPTION No. 2003-0051065
50' GAS LINE EASEMENT
WESTERN SLOPE GAS
COMPANY
BOOK 1380, PAGE 222
(PUBLIC SERVICE CO.)
15' UE
POINT OF BEGINNING 15' UE
FND 60D FLAGGED
CAPE
BASIS OF BEARINGS
SOUTH LINE OF THE SW 1
4
SECTION 5-7-68
UNPLATTED
OWNER: WEISS
WEST LINE OF THE SW 1
4
SECTION 5-7-68
PUBLIC SERVICE CO
RIGHT OF WAY EASEMENT
REC. NO. 20100073925
CITY OF GREELEY
WATER PIPELINE
EASEMENT (SHADED)
PER WATERFIELD P.U.D.,
SECOND FILING
PUBLIC SERVICE COMPANY
QUIT CLAIM DEED
REC. NO. 20110056048
(HATCHED AREA)
CENTER OF CITY OF GREELEY
WATER LINE RIGHT-OF-WAY OF
UNDEFINED WIDTH, BOOK 737, PAGE 575
PER WATERFIELD P.U.D., SECOND FILING
110.17'
1165.96'
LOT 8
5756 sq.ft. LOT 7
5750 sq.ft.
131.23'
LOT 6
5750 sq.ft.
LOT 3
6140 sq.ft.
LOT 4
5750 sq.ft.
LOT 5
5750 sq.ft.
LOT 2
5477 sq.ft.
N07�44'41"E
115.00'
C58
36.98'
S07�44'41"W
115.00'
50.00'
S07�44'41"W
115.00'
50.00' 50.00'
N82�15'19"W 208.54'
50.00' 58.54'
20.00'
41.06'
N87�20'04"W
28.95'
N89�42'00"W 100.49'
TRACT D
U&DE
2,304 sq. ft.
8.95'
50.00'
36.0'
9' UE
105.51'
6' UE
6' UE
20' UE
L9
L10
97.77'
94.60'
ALEUTIAN
DRIVE
SHEARWATER
15'
30.0'
BNSF RAILROAD
50' PUBLIC SERVICE
COMPANY EASEMENT
BOOK 1441, PAGE 749
125.00'
S00�43'27"W 125.00'
N00�43'27"E 125.00'
15.00'
S89�16'33"E
50.00'
S89�16'33"E
50.00'
11.26' 29.33'
N41�27'08"W 196.87'
S41�58'23"E
238.23'
N44�19'00"W 168.13'
CENTERLINE OF 15'
WATERLINE EASEMENT
EAST LARIMER COUNTY
WATER DISTRICT
BOOK 1740, PAGE 896
PER WATERFIELD P.U.D.,
SECOND FILING
39.65'
4.95'
L11
CITY OF GREELEY WATER PIPELINE
EASEMENT (SHADED)
PER WATERFIELD P.U.D.,
SECOND FILING
N41�26'11"W 170.36'
L12
36.57' 36.43'
TRACT A - U&DE
44'
6'
S88�53'23"E 2644.89'
34'
S01�06'37"W 6' 6'
30.00'
S88�53'16"E
1108.12'
N00�18'10"E
40.00'
COMPANY EASEMENT
BOOK 1441, PAGE 749
44'
6'
40' BOXELDER
SANITATION DISTRICT
SEWER EASEMENT
REC. NO. 98090191
30' TEMPORARY
UTILITY EASEMENT
(SEE DESCRIPTION
9.48'
5.35'
38.07'
50' UTILITY
EASEMENT
32.19'
LOT 6
7870 sq.ft. LOT 9
7129 sq.ft.
LOT 11
LOT 10 7132 sq.ft.
7425 sq.ft.
LOT 14
8261 sq.ft.
S89�21'34"E
133.99'
S89�21'34"E
77.36'
5.00'
5.06'
S89�21'34"E
60.00'
N89�21'34"W
29.52'
5.00'
S89�44'34"E
59.36'
5.00'
N87�41'54"E
58.99'
N84�48'10"E
58.74'
5.00'
5.00'
N81�54'28"E
58.99'
5.00'
5.00'
N80�17'54"E
60.00'
5.00'
N80�18'00"E
69.00'
110.50'
S08�26'30"E 113.58'
S00�38'26"W 119.63'
S00�38'26"W 119.91'
S00�49'48"E 119.93'
S03�43'30"E 119.95'
S06�37'13"E 119.98'
S09�30'56"E 120.00'
S09�42'03"E 120.00'
N09�42'03"W 120.00'
LOT 87
7310 sq.ft.
LOT 88
7214 sq.ft.
N80�18'06"E
59.92'
108.51'
114.63'
114.91'
114.92'
114.95'
114.97'
115.00'
115.00'
115.00'
LOT 1
8261 sq.ft.
LOT 3
7200 sq.ft.
LOT 5
7200 sq.ft.
7200 sq.ft.
TRACT A
U&DE
99,673 sq. ft.
2.288 ac.
S89�21'34"E
76.81'
N00�43'26"E 583.78'
N89�16'22"W
50.67'
N00�43'26"E
140.34'
N88�53'23"W 1349.13'
15.00'
FND #5 REBAR
w/PLASTIC CAP
(ILLEGIBLE)
9' UE
9' UE
110.50'
69.00'
S09�42'03"E 120.00'
S09�42'03"E 120.00'
S09�42'03"E 120.00'
S09�42'03"E 120.00'
S09�42'03"E 120.00'
S09�42'03"E 120.00'
S09�42'03"E 120.00'
115.00'
115.00'
115.00'
115.00'
115.00'
115.00'
30' EAST LARIMER COUNTY
WATER DISTRICTEASEMENT
30' EAST LARIMER COUNTY
WATER DISTRICTEASEMENT
129.55'
S00�56'49"W
30.00'
20.07'
5' DE
5' DE (TYP)
(TYP)
5' DE (TYP)
5' DE (TYP)
50' PRIVATE
ACCESS EASEMENT
BY SEPARATE
DOCUMENT
50' PRIVATE
ACCESS
EASEMENT
S00�18'00"W
C
1
7
50.00' 50.00' 58.54'
20.00'
110.17'
0.68' 0.04'
3.47'
CL EASEMENT
BK 1740, PG 896
CL EASEMENT
BK 951, PG 115 &
BK 1465, PG 452
REVIEWED BY:
G. Gilliland
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
4/9/14
PROJECT:
889-001
Sheet
Of 10 Sheets
WATERFIELD THIRD FILING 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 FAX: 970.221.4159
���.�������������������.���
WATERFIELD THIRD FILING
A REPLAT OF A PORTION OF WATERFIELD SECOND FILING AND A PORTION OF WATERFIELD FIRST FILING, LOCATED IN THE WEST HALF OF SECTION 5,
TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
NORTH
( IN FEET )
1 inch = ft.
0 Feet
(US SURVEY FEET)
XX XX
XX
XX XX
4
CITY OF FORT COLLINS
STATE OF COLORADO L. Smith
1"=50'
5 7N
68 W of the 6th PM
SEE SHEET 5
SEE SHEET 6
KEYMAP
SHEET 4
SHEET 6 SHEET 7
SHEET 8
SHEET 9
SHEET 10
SHEET 5
LEGEND
BOUNDARY LINE
CENTERLINE
EASEMENT LINE
LOT LINE
RIGHT-OF-WAY
SET #4 REBAR WITH
PLASTIC CAP, LS 14823
SET PK NAIL & SHINER
FOUND PROPERTY CORNER
AS DESCRIBED
UE UTILITY EASEMENT
SECTION LINE
FOUND SECTION CORNER
AS DESCRIBED
U&DE UTILITY & DRAINAGE EASEMENT
A,U&DE ACCESS, UTILITY & DRAINAGE EASEMENT
DE DRAINAGE EASEMENT
DETAIL (1"=10')
S:\Survey Jobs\889-001\Dwglat\889-001 Waterfield Plat.dwg, 4/8/2014 1:21:14 PM, DWF6 ePlot.pc3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 14
LOT 15
LOT 16
LOT 17
LOT 18
LOT 19
LOT 20
LOT 21
LOT 22
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
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
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 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 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 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11
LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5 LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 1 LOT 14
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
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
1
LOT
2
LOT
3
LOT
4
LOT
5
LOT
6
LOT
7
LOT
8
LOT
9
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
6
LOT
7
LOT
8
LOT
9
LOT
10
LOT
11
LOT
12
LOT
13
LOT
14
LOT
15
LOT
16
LOT
17
LOT
6
LOT
5
LOT
4
LOT
3
LOT
2
LOT
1
LOT
1
LOT
2
LOT
3
LOT
4
LOT
5
LOT
6
LOT
7
LOT
8
LOT
9
LOT
10
LOT
11
LOT
14
LOT
15
LOT
16
LOT
17
LOT
18
LOT
19
LOT
20
LOT
21
LOT
22
LOT
23
LOT
12
LOT
13
LOT
14
LOT
15
LOT
16
LOT
17
LOT
18
LOT
19
LOT
20
LOT
21
LOT
22
LOT
1
LOT
2
LOT
3 LOT
4 LOT
5 LOT
6 LOT
7 LOT
8 LOT
9 LOT
10
LOT
13
LOT
12
LOT
11
LOT
15 LOT
16
LOT
17
LOT
18 LOT
19
LOT
5
LOT
6
LOT
4 LOT
3 LOT
2
LOT
1
LOT 7
LOT 6
LOT 5
LOT 4
LOT 3
LOT 2
LOT 1
LOT 3 LOT 25
LOT 26
LOT 27
LOT 28
LOT 2
LOT 1
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 4
LOT 3
LOT 2
LOT 1
LOT 16
LOT 15
LOT 14
LOT 13
LOT 12
LOT 11
LOT 10
LOT 9
LOT 8
LOT 7
LOT 22
LOT 21
LOT 20
LOT 19
LOT 18
LOT 17
LOT 13
LOT 14
LOT 12
LOT 11
LOT 10
LOT 9
LOT 8
LOT 20
LOT 7
LOT 6
LOT 5
LOT 4 LOT 24
LOT 23
LOT 22
LOT 21
LOT 24
LOT 25
LOT 26
LOT 27
LOT 28
"NEW VINE" DRIVE
"NEW VINE" DRIVE
MERGANSER DRIVE
MERGANSER DRIVE
ROSYBILL DRIVE
GARGANEY DRIVE
ALEUTIAN DRIVE
OUZEL DRIVE
SHEARWATER DRIVE
TEAL DR.
MUSCOVY DRIVE
MANDARIN DRIVE
MANDARIN DRIVE
ROSYBILL DRIVE
MANDARIN DR.
BLACK SCOTER DR.
GOSLYN DRIVE
CAPE
TRACT L
TRACT I
TRACT K
TRACT H
TRACT B
TRACT A
TRACT A
TRACT C
TRACT E
TRACT D
TRACT F TRACT G
TRACT J
TRACT K
BLOCK 1
BLOCK 1
BLOCK 2
BLOCK 3
BLOCK 5
BLOCK 4
BLOCK 6
BLOCK 7
BLOCK 8
BLOCK 8
BLOCK 9
BLOCK 10
BLOCK 11
BLOCK 9
TRACT M
TRACT O
TRACT N
CONIFER STREET
TRACT P
TRACT Q
S00�16'52"W 1146.29'
N88�26'12"E 91.49'
N88�36'19"E 114.53'
S83�24'36"E 102.53'
S71�01'19"E 84.36'
S30�54'04"W 58.92'
S63�17'47"E 104.72'
S55�39'22"E
234.78'
S53�31'39"E
176.30'
S59�46'39"E 389.00'
S70�16'39"E
260.00'
N89�16'22"W
50.67'
N00�43'26"E
140.34'
N76�29'21"E 134.67'
N85�18'13"E 106.93'
N85�50'12"E 97.00'
N87�16'49"E 86.29'
LOT
7
LOT
8
S61�27'39"E
214.17'
S52�19'39"E 492.00'
N00�43'49"E 471.32'
N89�41'50"W 213.96'
Delta= 21�52'34"
R=991.00' L=378.37'
Dir= S79�21'54"W
Chord= 376.08'
Delta= 25�31'24"
R=1075.00' L=478.87'
Dir= N77�32'29"E
Chord= 474.92'
S89�41'50"E 143.70'
Delta= 89�34'44"
R=15.00' L=23.45'
Dir= N45�30'48"E
Chord= 21.14'
S00�43'26"W 1597.53'
Delta= 11�31'29"
R=1032.00' L=207.58'
Dir= N05�02'18"W
Chord= 207.23'
S89�21'34"E 76.81'
N00�43'26"E 583.78'
N88�53'23"W 1349.13'
S01�02'11"W 199.97'
S02�13'58"W 71.72'
S03�39'18"W 153.27'
S01�02'11"W 74.46'
Delta= 0�50'22"
R=1970.50' L=28.87'
Dir= S00�37'01"W
Chord= 28.87'
S00�11'50"W 55.06'
Delta= 11�07'10"
R=738.94' L=143.41'
Dir= S14�45'13"W
Chord= 143.18'
Delta= 5�40'59"
R=1157.36' L=114.79'
Dir= S22�03'14"W
Chord= 114.75'
Delta= 3�38'47"
R=1157.36' L=73.65'
Dir= S23�04'20"W
Chord= 73.64'
N88�58'20"W 1052.24'
S61�27'39"E 97.20'
COUNTY ROAD 11 (CHERRYHURST ROAD)
TIMBERLINE ROAD
1
2
3
4
5
6
7
8
9
10
11
12
TRACT G
13
14
15
16
17
18
19
20
21
22
23
24
26 25
29 28 27
30
TRACT B
31 32 33 34
35 36 37
TRACT A
38
39
40
41
42
43
44
45
46
47
48
57
56
55
54
53
52
51
50
49
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
77
78
84 83 82 81 80 79
85 86 87 88 89 90
96 95 94 93 92
91
97 98 99 100 101 102
TRACT D TRACT O
TRACT J
14
15
16
17
18 19
20
21
22
23 24
25
26
27
28 29
30
31
32
33 34
35
36
37
38
39
40
41
42
43
TRACT C
TRACT K
TRACT L
TRACT H
13
12 11 10
9
8
7 6 5 4 3
2
1
TRACT K
WATERFIELD P.U.D.
SECOND FILING
WATERFIELD P.U.D.
FIRST FILING
TRACT B
COUNTY ROAD 11
ALEUTIAN DRIVE
SHEARWATER DRIVE
ROSYBILL DRIVE
MUSCOVY DRIVE
MERGANSER DRIVE
CAPE TEAL
DRIVE
MANDARIN DRIVE
MANDARIN
COURT
GARGANEY DRIVE
BUFFLEHEAD COURT
BLACK SCOTER
COURT
GOSLYN
COURT
TRACT E GARGANEY DRIVE
TRACT H
TRACT N
PED. ACCESS
EASEMENT
TRACT F
TRACT I
TRACT E
COUNTY ROAD 11
(TO REMAIN)
CONIFER STREET
(TO REMAIN)
MERGANSER DRIVE
(PORTION TO REMAIN)
DRAINAGE EASEMENT TO
COUNTRY CLUB FARMERS, LLC
PER RECEPTION NO. 98094713
NOTE: CURRENT OWNER IS
THE SUCCESSOR OF
COUNTRY CLUBS FARMERS, LLC
20' SUBDRAIN EASEMENT
REC. NO. 2000049500
GRADING & STORMWATER
DETENTION POND
MAINTENANCE EASEMENT
REC. NO. 2000049501
49' ROW TO BE VACATED
BY COUNCIL ACTION
20' UTILITY
EASEMENT
REVIEWED BY:
G. Gilliland
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
4/9/14
PROJECT:
889-001
Sheet
Of 10 Sheets
WATERFIELD THIRD FILING 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 FAX: 970.221.4159
���.�������������������.���
WATERFIELD THIRD FILING
A REPLAT OF A PORTION OF WATERFIELD SECOND FILING AND A PORTION OF WATERFIELD FIRST FILING, LOCATED IN THE WEST HALF OF SECTION 5,
TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
3
CITY OF FORT COLLINS
STATE OF COLORADO L. Smith
5 7N
68 W of the 6th PM
NORTH
( IN FEET )
1 inch = ft.
0
(US SURVEY FEET)
XX XX
XX
XX XX
EASEMENTS & LOT LINES TO BE VACATED BY THIS PLAT
(All street right-of-ways, depicted by hatching, to be vacated by Council Action)
PROPOSED LOT LINES & RIGHT OF WAY
S:\Survey Jobs\889-001\Dwglat\889-001 Waterfield Plat.dwg, 4/8/2014 1:21:08 PM, DWF6 ePlot.pc3
C67
C68
C69
C70
C71
C72
C73
C74
C75
C77
C78
DELTA
90�22'51"
3�36'24"
0�06'39"
18�00'37"
36�30'00"
7�55'46"
36�59'14"
18�59'04"
14�15'00"
3�08'34"
1�28'14"
2�53'42"
10�20'29"
2�53'43"
0�11'07"
90�00'00"
4�22'30"
89�59'57"
90�00'00"
90�00'00"
90�00'00"
5�00'10"
9�53'53"
90�00'00"
97�50'10"
2�03'43"
90�05'19"
89�54'41"
1�36'15"
2�34'40"
10�20'29"
2�36'02"
0�58'20"
90�00'00"
17�26'44"
7�11'02"
4�08'58"
90�00'00"
2�37'56"
7�06'15"
89�54'41"
4�22'30"
1�38'54"
6�42'26"
1�32'49"
90�00'00"
9�53'53"
90�00'00"
0�43'43"
2�43'45"
86�12'35"
6�42'26"
3�23'48"
90�00'00"
2�04'51"
5�29'26"
17�26'44"
4�34'28"
118�24'41"
14�15'00"
10�38'36"
89�54'41"
10�20'29"
9�53'53"
11�06'27"
2�53'43"
2�35'12"
10�20'29"
10�20'29"
RADIUS
10.00'
189.50'
1970.50'
70.50'
70.50'
70.50'
70.50'
70.50'
189.50'
189.50'
1282.50'
1282.50'
1282.50'
1282.50'
1282.50'
9.50'
273.50'
10.00'
15.00'
15.00'
9.50'
191.50'
191.50'
8.50'
15.00'
1017.50'
9.50'
9.50'
1335.50'
1335.50'
1335.50'
1335.50'
1335.50'
9.50'
573.50'
573.50'
573.50'
9.50'
326.50'
326.50'
9.50'
273.50'
326.50'
326.50'
326.50'
9.50'
138.50'
8.72'
1970.50'
273.50'
8.50'
273.50'
273.50'
9.50'
626.50'
626.50'
626.50'
626.50'
70.50'
189.50'
189.50'
36.00'
1309.00'
165.00'
189.50'
1282.50'
1335.50'
1075.00'
1132.50'
LENGTH
15.77'
11.93'
3.81'
22.16'
44.91'
9.76'
45.51'
23.36'
47.13'
10.39'
32.92'
64.80'
231.48'
64.81'
4.15'
14.92'
20.88'
15.71'
23.56'
23.56'
14.92'
16.72'
33.08'
13.35'
25.61'
36.62'
14.94'
14.91'
37.39'
60.09'
241.05'
60.62'
22.66'
14.92'
174.62'
71.91'
41.53'
14.92'
15.00'
40.48'
14.91'
20.88'
9.39'
38.22'
8.82'
14.92'
23.93'
13.70'
25.05'
13.03'
12.79'
32.02'
16.21'
14.92'
22.75'
60.04'
190.76'
50.02'
145.70'
47.13'
35.20'
56.49'
236.26'
28.50'
36.74'
64.80'
60.29'
194.03'
204.41'
BEARING
S45�55'11"W
S01�04'27"E
S00�15'09"W
S04�30'56"E
S22�44'23"W
S44�57'16"W
S67�24'46"W
N84�36'06"W
N82�14'04"W
N87�47'17"W
S89�54'19"W
S87�43'21"W
S85�28'12"W
S81�55'56"W
S80�23'31"W
S35�17'57"W
S87�10'19"E
S43�57'47"E
S54�42'03"E
N35�17'57"E
N54�42'03"W
S82�48'02"W
S85�14'53"W
S45�11'50"W
S48�43'15"E
N81�19'48"E
N44�18'54"W
N45�41'06"E
N89�50'19"E
N87�44'51"E
N85�28'12"E
N82�34'19"E
N80�47'07"E
S54�42'03"E
S00�58'41"E
S00�00'12"W
S05�40'12"W
S52�44'41"W
N83�34'17"W
N85�48'27"W
S45�41'06"W
N87�10'19"W
S83�04'46"E
S85�36'32"E
S88�11'21"E
N35�17'57"E
N85�14'53"E
S46�00'50"E
S00�40'20"W
S83�37'12"E
S47�55'57"W
N85�36'32"W
N83�57'13"W
N37�15'19"W
N06�42'15"E
N02�55'07"E
N00�58'41"W
N07�24'49"W
S45�41'06"W
S06�23'45"E
S08�11'57"E
N45�41'06"E
N85�28'12"E
N85�14'53"E
N80�39'47"W
S84�49'38"W
N85�09'56"E
N85�28'12"E
N85�28'12"E
CHORD
14.19'
11.93'
3.81'
22.07'
44.16'
9.75'
44.72'
23.25'
47.01'
10.39'
32.92'
64.80'
231.17'
64.80'
4.15'
13.44'
20.88'
14.14'
21.21'
21.21'
13.44'
16.72'
33.04'
12.02'
22.61'
36.61'
13.45'
13.42'
37.39'
60.08'
240.72'
60.61'
22.66'
13.44'
173.95'
71.86'
41.52'
13.44'
15.00'
40.46'
13.42'
20.88'
9.39'
38.20'
8.81'
13.44'
23.90'
12.33'
25.05'
13.03'
11.62'
32.00'
16.21'
13.44'
22.75'
60.01'
190.02'
50.01'
121.12'
47.01'
35.15'
50.87'
235.94'
28.47'
36.68'
64.80'
60.28'
193.77'
204.13'
Curve Table
CURVE
C79
C80
C81
C82
C84
C85
C86
C87
C89
C92
C93
C94
C97
C98
C99
C100
C101
C103
C104
C105
C106
C107
C108
C109
C110
C111
C112
C113
C116
C117
C118
C119
C120
C121
C122
C123
C124
C125
C126
C127
C128
C129
C130
C131
C132
C133
C134
C135
C136
C137
C138
C139
C140
C141
C142
C143
C144
C145
C146
C147
C148
C149
C150
C151
C152
C153
C154
C155
C156
DELTA
4�53'43"
7�06'15"
6�42'26"
17�26'44"
6�06'43"
5�17'59"
3�18'38"
3�30'43"
4�28'19"
89�37'09"
87�47'32"
52�40'03"
90�01'00"
4�58'44"
5�44'59"
3�03'44"
83�04'41"
90�00'00"
40�46'51"
67�47'01"
4�22'46"
15�51'29"
4�53'52"
16�28'50"
8�25'31"
89�59'52"
14�32'17"
52�40'03"
32�13'30"
19�15'54"
12�57'36"
89�59'00"
32�14'30"
71�08'56"
8�30'02"
45�43'05"
15�19'29"
15�13'21"
19�03'09"
45�44'13"
12�20'24"
45�43'05"
17�43'59"
15�13'21"
15�13'21"
90�00'00"
8�44'36"
90�00'00"
32�13'30"
6�47'33"
6�40'12"
6�14'13"
32�13'30"
90�00'00"
8�34'34"
32�14'30"
11�32'05"
90�00'00"
32�14'30"
6�31'20"
89�59'00"
32�13'30"
9�02'03"
7�29'07"
14�15'00"
15�13'21"
13�47'01"
90�00'00"
86�10'13"
RADIUS
191.50'
300.00'
300.00'
600.00'
573.50'
626.50'
273.50'
326.50'
326.50'
10.00'
15.00'
191.50'
10.00'
1075.00'
1075.00'
1132.50'
15.00'
9.50'
138.50'
138.50'
138.50'
191.50'
191.50'
191.50'
153.50'
153.50'
153.50'
165.00'
165.00'
503.00'
503.00'
36.00'
250.00'
10.00'
191.50'
138.50'
206.50'
206.50'
138.50'
138.50'
191.50'
191.50'
191.50'
206.50'
206.50'
9.50'
191.50'
9.50'
191.50'
191.50'
476.50'
138.50'
138.50'
9.50'
276.50'
276.50'
276.50'
9.50'
223.50'
223.50'
10.00'
476.50'
476.50'
476.50'
189.50'
206.50'
206.50'
9.50'
9.50'
LENGTH
16.36'
37.20'
35.12'
182.69'
61.18'
57.95'
15.80'
20.01'
25.48'
15.64'
22.98'
176.03'
15.71'
93.41'
107.88'
60.53'
21.75'
14.92'
98.58'
163.85'
10.59'
53.00'
16.37'
55.08'
22.57'
241.11'
38.95'
151.67'
92.80'
169.13'
113.78'
56.54'
140.68'
12.42'
28.41'
110.51'
55.23'
54.86'
46.06'
110.56'
41.24'
152.80'
59.27'
54.86'
54.86'
14.92'
29.22'
14.92'
107.71'
22.70'
55.47'
15.08'
77.90'
14.92'
41.39'
155.59'
55.67'
14.92'
125.77'
25.44'
15.71'
268.00'
75.13'
62.25'
47.13'
54.86'
49.68'
14.92'
14.29'
BEARING
S87�44'59"W
S85�48'27"E
S85�36'32"E
S00�58'41"E
S06�38'41"E
N02�28'36"W
N87�18'26"W
S85�39'35"E
N87�07'24"W
N44�04'49"W
S63�05'30"E
S45�31'45"E
S45�17'30"W
N82�47'19"E
N88�09'11"E
S81�49'49"W
S41�49'21"W
N45�17'00"E
S51�28'21"E
S37�58'16"E
S01�53'23"E
S07�37'45"E
S18�00'25"E
S28�41'46"E
S03�55'54"E
S44�43'04"E
S82�26'52"E
S45�31'45"E
S73�35'15"E
S67�06'27"E
S83�13'12"E
S44�42'30"E
S16�24'15"W
N70�41'36"W
S41�11'12"E
S22�34'41"E
S07�22'52"E
S22�39'17"E
S09�13'35"E
S22�34'07"E
S39�16'01"E
S22�34'41"E
S08�35'07"E
S37�52'38"E
S53�05'58"E
N44�42'00"W
N85�19'42"W
S45�18'00"W
N73�35'15"W
N60�52'16"W
N60�48'36"W
N86�34'53"W
N73�35'15"W
N12�28'30"W
N28�14'13"E
N16�24'15"E
N06�03'03"E
S77�31'30"W
S16�24'15"W
S03�32'40"W
S44�42'30"E
N73�35'15"W
N77�41'52"W
N85�57'27"W
S83�10'30"W
S68�19'19"E
S82�49'30"E
S44�43'00"E
N29�49'31"W
CHORD
16.36'
37.17'
35.10'
181.98'
61.15'
57.93'
15.80'
20.01'
25.48'
14.10'
20.80'
169.90'
14.14'
93.39'
107.84'
60.52'
19.89'
13.44'
96.51'
154.46'
10.58'
52.83'
16.36'
54.89'
22.55'
217.08'
38.84'
146.39'
91.58'
168.33'
113.53'
50.90'
138.83'
11.64'
28.39'
107.60'
55.07'
54.70'
45.84'
107.65'
41.16'
148.78'
59.03'
54.70'
54.70'
13.44'
29.19'
13.44'
106.29'
22.69'
55.44'
15.07'
76.87'
13.44'
41.35'
153.55'
55.57'
13.44'
124.12'
25.43'
14.14'
264.48'
75.05'
62.21'
47.01'
54.70'
49.56'
13.44'
12.98'
Curve Table
CURVE
C157
C158
C159
C160
C161
C162
C163
C165
C166
C167
C168
C169
C170
C171
C172
C173
C174
C175
C176
C177
C178
C179
C180
C181
C182
C183
C184
C185
C186
C187
C188
C189
C190
C191
C192
C193
C194
C195
C196
C197
C198
C199
C200
C201
C202
C203
C204
C206
C207
C208
C211
C212
C213
C214
C215
C216
DELTA
15�26'08"
4�31'32"
0�06'06"
12�58'36"
6�05'24"
89�47'38"
0�42'20"
81�55'59"
5�37'52"
42�33'36"
118�29'00"
21�15'02"
14�15'00"
4�20'29"
89�59'00"
86�10'13"
90�01'00"
5�07'43"
4�00'06"
67�02'04"
52�40'03"
15�38'43"
26�41'04"
89�59'00"
25�59'17"
90�03'51"
10�54'35"
12�16'16"
20�01'41"
34�38'41"
12�58'36"
9�54'32"
6�47'05"
25�43'10"
12�07'51"
72�09'47"
45�44'13"
45�43'05"
89�59'52"
8�37'08"
9�02'08"
16�41'21"
72�09'47"
27�00'10"
20�42'50"
295�56'54"
49�37'00"
92�27'43"
3�12'23"
85�47'14"
85�15'54"
60�52'28"
65�36'07"
17�17'26"
4�02'13"
19�31'20"
RADIUS
529.50'
529.50'
526.50'
526.50'
526.50'
10.00'
473.50'
15.00'
189.50'
70.50'
70.50'
70.50'
189.50'
189.50'
10.00'
9.50'
10.00'
529.50'
529.50'
153.50'
138.50'
191.50'
138.50'
9.50'
138.50'
10.00'
529.50'
473.50'
70.50'
70.50'
500.00'
189.50'
526.50'
223.50'
276.50'
165.00'
165.00'
165.00'
180.00'
189.50'
476.50'
191.50'
191.50'
138.50'
191.50'
60.00'
10.00'
15.00'
1132.50'
15.00'
276.97'
254.53'
133.55'
1075.00'
138.50'
191.50'
LENGTH
142.65'
41.82'
0.93'
119.24'
55.96'
15.67'
5.83'
21.45'
18.62'
52.37'
145.79'
26.15'
47.13'
14.36'
15.71'
14.29'
15.71'
47.40'
36.98'
179.59'
127.31'
52.29'
64.50'
14.92'
62.82'
15.72'
100.82'
101.41'
24.64'
42.63'
113.24'
32.77'
62.35'
100.33'
58.54'
207.81'
131.71'
131.66'
282.74'
28.51'
75.15'
55.78'
241.19'
65.27'
69.23'
309.92'
8.66'
24.21'
63.38'
22.46'
412.18'
270.43'
152.91'
324.41'
9.76'
65.25'
BEARING
N65�11'34"W
N59�44'16"W
N13�12'33"E
N06�46'18"E
N03�19'42"E
N45�24'11"E
N12�54'26"E
N27�40'55"E
S78�51'56"W
N82�40'12"W
N44�42'30"W
N03�54'29"E
N07�24'30"E
N02�27'14"E
N44�42'30"W
N56�20'42"E
N45�17'31"E
S83�08'03"E
S87�41'57"E
N41�39'41"W
N45�31'45"W
N25�16'28"W
N32�05'41"W
S44�42'30"E
S70�28'08"E
N44�40'07"W
S67�27'20"E
N06�25'08"E
N51�22'34"W
N24�02'23"W
S06�46'18"W
N09�34'44"E
S09�45'57"W
N19�39'55"E
S17�53'01"W
S35�46'53"E
S22�34'07"E
S22�34'41"E
S44�43'04"E
S85�59'26"W
N68�39'46"W
N72�36'44"W
N35�46'53"W
S17�34'51"E
N10�03'25"W
N41�42'23"E
S15�07'40"E
N45�56'52"W
S89�25'29"W
N46�27'57"W
N32�37'02"W
N46�44'16"W
N48�28'48"W
S81�39'27"W
S33�06'02"E
S30�10'30"E
CHORD
142.22'
41.81'
0.93'
118.99'
55.94'
14.12'
5.83'
19.67'
18.62'
51.17'
121.17'
26.00'
47.01'
14.35'
14.14'
12.98'
14.14'
47.38'
36.97'
169.52'
122.88'
52.13'
63.92'
13.43'
62.28'
14.15'
100.67'
101.22'
24.52'
41.98'
113.00'
32.73'
62.31'
99.49'
58.43'
194.35'
128.24'
128.19'
254.55'
28.48'
75.07'
55.58'
225.56'
64.67'
68.86'
63.64'
8.39'
21.66'
63.37'
20.42'
375.18'
257.89'
144.70'
323.18'
9.76'
64.93'
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
LENGTH
3.90'
20.00'
20.00'
9.73'
0.29'
0.32'
20.40'
7.22'
68.94'
66.71'
53.55'
14.05'
15.82'
BEARING
S01�48'24"W
N74�26'31"E
N69�32'39"E
N00�17'00"E
N00�17'00"E
N00�17'00"E
S00�32'04"W
N01�14'17"W
N45�02'45"W
N45�02'45"W
S41�25'44"E
N52�32'24"W
N19�32'16"E
SHEET 9
SHEET 10
SHEET 8
SHEET 6 SHEET 7
SHEET 4 SHEET 5
1
10.17'
0.68' 0.04'
3.47'
CL EASEMENT
BK 1740, PG 896
CL EASEMENT
BK 951, PG 115 &
BK 1465, PG 452
REVIEWED BY:
G. Gilliland
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
4/9/14
PROJECT:
889-001
Sheet
Of 10 Sheets
WATERFIELD THIRD FILING 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 FAX: 970.221.4159
���.�������������������.���
WATERFIELD THIRD FILING
A REPLAT OF A PORTION OF WATERFIELD SECOND FILING AND A PORTION OF WATERFIELD FIRST FILING, LOCATED IN THE WEST HALF OF SECTION 5,
TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
2
CITY OF FORT COLLINS
STATE OF COLORADO L. Smith
N.A.
5 7N
68 W of the 6th PM
SHEET INDEX
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.
BOXELDER SANITATION DISTRICT NOTES:
1) There shall be no erection or construction of any building or other structure, or
any permanent obstruction, or decrease or substantial increase in ground level,
from the finished elevations on this set of plans, in a manner that will interfere with
use of the utility easement or impede access over and across the easement for
purposes of operation, maintenance or future installation, repair or replacement of
an existing or future sanitary sewer.
2) Landscaping in the area of the easement where a sanitary sewer is installed shall
not create impediments to ingress and egress, nor shall landscaping material be
installed or any trees or shrubs whose height is greater than 2-feet be planted in the
easement area that may impinge on the overall operation and maintenance of the
infrastructure placed in the easement. Driplines of all trees shall not extend over
the sanitary sewer line(s).
3) No fence, which may impede access to and across the easement, shall be
installed without prior approval from Boxelder Sanitation District. Any such
fence, installed with the Boxelder Sanitation District's approval, must have gates to
allow access to and across the easement of Boxelder Sanitation District's
maintenance vehicles, and must be paid for by the developer or property owner.
4) Boxelder Sanitation District, which owns infrastructure installed in the utility
easement, has the right from time to time to enlarge, improve, reconstruct, relocate
and replace any underground utility lines, improvements or other appurtenance
constructed hereunder with any other number or type of underground utilities and
pipelines, or other structures either in the original location or at any alternate
location or locations within said utility easement.
5) Boxelder Sanitation District shall have the right to mark the location of its
infrastructure by suitable markers set in or on the ground; provided that permanent
markers shall be placed in locations which will not interfere with any reasonable
use of said utility easement.
6) Boxelder Sanitation District shall have the right to install and maintain a gravel
access road within the utility easement for use by District personnel, equipment
and vehicles.
���� ��� �����
������ ���� ������� ��� ����� & ���������� ��
����� � 99,673 S.F. 2.29 A.C. 2.02% Utility & Drainage Easement Homeowners Association
����� � 19,228 S.F. 0.44 A.C. 0.39% Utility & Drainage Easement Homeowners Association
����� � 227,590 S.F. 5.22 A.C. 4.61% Utility & Drainage Easement Homeowners Association
����� � 2,304 S.F. 0.05 A.C. 0.05% Utility & Drainage Easement Homeowners Association
����� � 8,496 S.F. 0.20 A.C. 0.17% Utility & Drainage Easement Homeowners Association
����� � 3,450 S.F. 0.08 A.C. 0.07% Utility & Drainage Easement Homeowners Association
����� � 14,093 S.F. 0.32 A.C. 0.29% Utility & Drainage Easement Homeowners Association
����� � 431,386 S.F. 9.90 A.C. 8.73% Future Mixed Use & Utility Easement Property Owner
����� � 547,253 S.F. 12.56 A.C. 11.08% Utility & Drainage Easement Homeowners Association
����� � 14,835 S.F. 0.34 A.C. 0.30% Utility & Drainage Easement Homeowners Association
����� � 209,023 S.F. 4.80 A.C. 4.23% Utility & Drainage Easement Homeowners Association
����� � 351,426 S.F. 8.07 A.C. 7.12% Future Park
Property Owner
����� � 469,007 S.F. 10.77 A.C. 9.50% Future School
Property Owner
����� � 131,500 S.F. 3.02 A.C. 2.66% Future Commercial
Property Owner
����� � 141,103 S.F. 3.24 A.C. 2.86% Future Commercial
Property Owner
����� � 13,163 S.F. 0.30 A.C. 0.27% Access, Utility & Drainage Easement Homeowners Association
����� � 12,236 S.F. 0.28 A.C. 0.25% Utility & Drainage Easement Homeowners Association
��� 827,112 S.F. 18.99 A.C. 16.75% Right of Way City of Fort Collins
���� (190) 1,416,213 S.F. 32.51 A.C. 28.67% Single-Family Residential Property Owner
����� 4,939,091 �.�. 113.39 �.�. 100.00%
S:\Survey Jobs\889-001\Dwglat\889-001 Waterfield Plat.dwg, 4/8/2014 1:21:03 PM, DWF6 ePlot.pc3
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.
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 South line of the Southwest Quarter of Section 5 as bearing South 88°53'23" East (assumed
bearing).
2) All information regarding easements, right-of-way or title of record, Northern Engineering relied upon Order Number
FCC25113662, dated January 14, 2013, prepared by Land Title Guarantee Company.
3) The lineal unit of measurement for this plat is U. S. Survey Feet.
4) Benchmark: City of Fort Collins Benchmark 92-1 - Located along East Vine Dr. at the Pleasant Valley and Lake Canal,
on a bridge on the top of the northwest headwall.
Elevation = 4943.13 (NGVD 1929 Datum Unadjusted)
OWNER:CCF INVESTMENTS, LLC
By: ________________________________
Title:_______________________________
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
STATEMENT OF OWNERSHIP AND SUBDIVISION:
Know all persons by these presents, that the undersigned owner(s) of the following described land: A replat of a portion of Waterfield Second Filing, except the South 36' of East Vine
Drive
right-of-way, a portion of County Road 11 and Conifer Street, also, Waterfield First Filing except Tract A, Tract D, a portion of Merganser Drive and Timberline Road right-of-way all
located in the
West Half of Section 5, Township 7 North, Range 68 West, City of Fort Collins, County of Larimer, State of Colorado being more particularly described as follows:
Considering the South line of the Southwest Quarter of said Section 5 as bearing South 88°53'23" East and with all bearings contained herein relative thereto:
Commencing at the Southwest Corner of said Section 5; thence along the West line of said Southwest Quarter, North 00° 43' 26" East, 176.00 feet to the ����� �� ���������; thence continuing
along said West line, North 00° 43' 26” East, 583.78 feet; thence, South 89° 21' 34” East, 76.81 feet to a point on the East right-of-way line of County Road 11; thence along said East
line the
following 2 courses and distances: along a non-tangent curve concave to the east having a central angle of 11° 31' 29” with a radius of 1032.00 feet, an arc length of 207.58 feet and
the chord of
which bears North 05° 02' 18” West, 207.23 feet; thence, North 00° 43' 26” East, 1597.53 feet to a point on the Southerly right-of-way line of Conifer Street; thence along said Southerly
line the
following 3 courses and distances: along a curve concave to the southeast having a central angle of 89° 34' 44” with a radius of 15.00 feet, an arc length of 23.45 feet and the chord
of which bears
North 45° 30' 48” East, 21.14 feet; thence, South 89° 41' 50” East, 143.70 feet; thence along a curve concave to the northwest having a central angle of 25° 31' 24” with a radius of
1075.00 feet, an arc
length of 478.87 feet and the chord of which bears North 77° 32' 29” East, 474.92 feet to a point on the Northerly line of Waterfield Second Filing; thence along said Northerly line
the following 6
courses and distances: South 61° 27' 39” East, 97.20 feet; thence, South 70° 16' 39” East, 260.00 feet; thence, South 59° 46' 39” East, 389.00 feet; thence, South 53° 31' 39” East, 176.30
feet; thence,
South 55° 39' 22” East, 234.78 feet; thence, South 63° 17' 47” East, 104.72 feet to the Northwest corner of Tract A, Waterfield P.U.D First Filing; thence along the West and Southerly
lines of said
Tract A the following 9 courses and distances: South 30° 54' 04" West, 58.92 feet; thence, South 71° 01' 19" East, 84.38 feet; thence, South 83° 24' 36" East, 102.53 feet; thence, North
88° 36' 19"
East, 114.53 feet; thence, North 88° 26' 12" East, 91.49 feet; thence, North 87° 16' 49" East, 86.29 feet; thence, North 85° 50' 12" East, 97.00 feet; thence, North 85° 18' 13" East,
106.93 feet; thence,
North 76° 29' 21" East, 134.67 feet to the West right-of-way line of Timberline Road; thence along said West line, South 00° 16' 52" West, 1146.29 feet to the Northeast corner of Tract
D, Waterfield
First Filing; thence along the North line of said Tract D, North 88° 58' 20" West, 1052.24 feet to the West right-of-way line of Merganser Drive; thence along said West line the following
3 courses
and distances: along a non-tangent curve concave to the northwest having a central angle of 03° 38' 47” with a radius of 1157.36 feet, an arc length of 73.65 feet and the chord of which
bears South
23° 04' 20” West, 73.64 feet; thence along a curve concave to the southeast having a central angle of 05° 40' 59” with a radius of 1157.36 feet, an arc length of 114.79 feet and the
chord of which
bears South 22° 03' 14” West, 114.75 feet; thence along a curve concave to the southeast having a central angle of 11° 07' 10” with a radius of 738.94 feet, an arc length of 143.41 feet
and the chord
of which bears South 14° 45' 13” West, 143.18 feet; thence, South 00° 11' 50” West, 55.06 feet; thence along a curve concave to the west having a central angle of 00° 50' 22” with a
radius of 1970.50
feet, an arc length of 28.87 feet and the chord of which bears South 00° 37' 01” West, 28.87 feet; thence, South 01° 02' 11” West, 74.46 feet; thence, South 03° 39' 18” West, 153.27
feet; thence,
South 02° 13' 58” West, 71.72 feet; thence, South 01° 02' 11” West, 199.97 feet; thence, North 88° 53' 23” West, 1349.13 feet to the West line of Waterfield P.U.D Second Filing; thence
along said
West line the following 2 courses and distances: North 00° 43' 26” East, 140.34 feet; thence, North 89° 16' 22” West, 50.67 feet to the Point of Beginning,
also, Commencing at the West Quarter Corner of Section 5; thence along the West line of the Northwest Quarter of Section 5, North 00° 43' 49” East, 88.29 feet to the ����� �� ���������;
thence continuing along said West line, North 00° 43' 49” East, 471.32 feet to the Northwest corner of Waterfield Second Filing; thence along the Northerly line of said Waterfield Second
Filing the
following 2 courses and distances: South 52° 19' 39” East, 492.00 feet; thence, South 61° 27' 39” East, 214.17 feet to a point on the Northerly right-of-line of Conifer Street; thence
along said
Northerly line and along a non-tangent curve concave to the north having a central angle of 21° 52' 34” with a radius of 991.00 feet, an arc length of 378.37 feet and the chord of which
bears South
79° 21' 54” West, 376.08 feet; thence, North 89° 41' 50” West, 213.96 feet to the Point of Beginning.
The above described areas contain 4,939,091 square feet or 113.386 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 as WATERFIELD THIRD FILING (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.
LIENHOLDER:
By: ________________________________
Title:_______________________________
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
VICINITY MAP
NORTH 1"=2000'
GENERAL MANAGER
REVIEWED BY:
DATE:
PLAT APPROVAL
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS OF PLANS.
OWNER:POUDRE R-1 SCHOOL DISTRICT
By: ________________________________
Title:_______________________________
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:CITY OF FORT COLLINS
By: ________________________________
Title:_______________________________
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
REVIEWED BY:
DATE:
PLAT APPROVAL
CITY OF GREELEY WATER
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