HomeMy WebLinkAbout1020ec. 27,T. 4 S., R. 83 W., 6t.h P.M.
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Lot 2
Eaectriic
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Meters
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IMPROVEMENT SURVEY PLAT
LOT 3, A RESUBDIVISION OF PARCEL C,
WOLCOTT SPRINGS PARCELS
COUNTY OF EAGLE, STATE OF COLORADO
Unplatted
N90'00'00 "E 466.50' Found
1.5" Aluminum Cap
Found & 5/8" Rebar
2" Aluminum Cap LS 14109
& 5/8" Rebar
PLS 6826
Starbuck Surveyors
1.00' Witness Corner
(SOUTH)
Lot 2
A Resubdivision
of Parcel C,
Wolcott Springs
Parcels
FL Stream
Intermittent
M
rn
N
O
Electric
See
Transformer
Detail
& Meters
122.26
Book 678
�a
Page 603
R -3
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R'9
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W
36.67
R -5
Z
aw
R -6
O
95.47
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N51'2010 W
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U
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195.87'
co
N71'01 46 E
130.04
E
0
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TIE
39.39'
Found
2" Aluminum Cap
& 5/8" Rebar
PLS 6826
Starbuck Surveyors
5.00' Witness Corner
Pill
Pond 22'38%
50.
0.
See
o;
Detail
N
NI
122.26
R -2
Dwelling
w
R -3
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53.72
gl
N27'48 58 E
36.67
R -5
Z
aw
R -6
N35'5819 W
95.47
S1�•22j
N51'2010 W
/ 2�8
0.00'
N51'2010 W
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M 0
N
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Building
Envelope
Book 693
Page 545
Lot 3
15.090 Acres
0533
Posted Address
Asphalt Driveway
Lot 1
A Resubdivision
of Parcel C,
Wolcott Springs
Parcels
LINE I
DIRECTION I
DISTANCE
R -1
N12'15 04 E
122.26
R -2
N1645 56 E
25.22
R -3
N68'02 50 W
53.72
R -4
N27'48 58 E
36.67
R -5
N27'48 58 E
32.13
R -6
N35'5819 W
95.47
R -7
N51'2010 W
114.06
R -8
N51'2010 W
195.87'
R -9
N71'01 46 E
130.04
CURVE
RADIUS I
LENGTH I
TANGENT I
CHORD I
BEARING I
DELTA
C -1
60.00
45.17
23.72
44.11
N09'19'01'W
43'0811
C -2
120.00
99.80
52.99
96.95
N07'03 35 W
47'39 03
C -3
75.00
111.02
68.50
101.16
N2538 27 W
84'48 47
C -4
100.00
167.31
110.80
148.47
N20'06 56 W
95'51'48"
C -5
80.00
89.06
49.78
84.54
N04'04 41 W
63'4717
C -6
100.00
213.57
181.77
175.23
N09'50 48 E
122'21 56
CENTERLINE OF A
50.00' PRIVATE ACCESS
AND UTILITY EASEMENT
(25.00' ON EACH SIDE)
BOOK 693, PAGE 545 - N
25' 25'
N
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\
CALCULATED 18 78'
\ S82-36'051,\N
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W
Ln
91
CID
Y
W
0
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a
0
W
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Unplatted
Set Point On Line
1.5" Aluminum Cap
& 5/8" Rebar
Starbuck PLS 30084
O
O
0
0
O
O
M
N
SCALE 1 " = 100'
V 50' 100' 200'
1 0100000000 "M
LJ Found
N 1.5" Aluminum Cap
& 5/8" Rebar
LS 14109 15'WC
(Found N00'00'00 "E 10.78'
From Deed Corner)
Wolcott Springs Road
_ 50' Private Access
A /K /A Access Road
Book 544, Page 607 Deed & Easement
Book 547, Page 569 Utility Easement
Book 552, Page 607 Utility Easement
Property Description
Lot 3, A Resubdivision of Parcel C, Wolcott Springs Parcels, according
to the Plat recorded May 1, 1996 in Book 693 at Page 545, County
of Eagle, State of Colorado.
N otes
1. Date of Survey. December 8, 2015
2. Basis of Bearings: A line from the Northeast corner for Lot 3 to
the Southeast Witness Corner for Lot 3, this line being S00'00'00 "E,
monumented as shown and indicated by " * ".
3. This property is subject to the easements, conditions, covenants,
restrictions, reservations, and notes on the plat of Wolcott Springs
Parcels recorded November 25, 1991 in Book 567 at Page 825.
4. This property is subject to the easements, conditions, covenants,
restrictions, reservations, and notes on the Resubdivision Plat of
Parcel C, Wolcott Springs Parcels recorded May 1, 1996 in Book 693
at Page 545.
5. There is a general easement upon, across, over, in, and under the
property for ingress and egress and for installation, replacement,
repair, and maintenance of all utilities, Book 693 at Page 545.
6. This Plat was prepared for and is certified to Kirk Van Hee, Clare
Van Hee, the John Cleary Trust and the Carol Cleary Trust.
7. Title information for this Plat was provided by Land Title Guarantee
Company Order Number V50042684, Effective Date November 20,
2015 at 5:00 p.m.
8. There was 1 foot of snow cover on the date of survey.
Surveyor's Certificate
I, Richard E. Borden, do hereby certify that I am a Professional Land
Surveyor licensed under the laws of the State of Colorado, and that
all the information hereon is true and accurately shown to the best
of my knowledge, information and belief.
Date: December 14, 2015 Richard E. Borden P.L.S. 30084
e,
i
Deposited this T_ day of
Pts, at M. in Book I of the
Eagle County Surveyor's Land Survey Plats /Rights of
Way Surveys at Page Reception
Number
Notice: According to Colorado law, you must commence any legal action based
upon any defect in this survey within three years after you first discover
such defect. In no event may any action based upon any defect in this
survey be commenced more than ten years from the date of certification
shown hereon.
The unit of measure is the U.S. Survey Foot.
Starbuck Surveyors
P.O. Box 1584 • 0031 Eagle Park East Drive, Eagle, CO 81631 • (970)328 -7208
IMPROVEMENT SURVEY PLAT
LOT 3, A RESUBDIVISION OF PARCEL C,
WOLCOTT SPRINGS PARCELS
COUNTY OF EAGLE, STATE OF COLORADO
DRN. RB
C:\R214\21533.DWG P21533
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ISHEET
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DATE DEC. 14, 2015
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JOB NO. 21533