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SALT CREEK ROAD
LAND SURVEY PLAT
EAGLE COUNTY
BOOK 1 PAGE 223
VARIABLE R.O.W.
SALT CREEK ROAD
LAND SURVEY PLAT
EAGLE COUNTY
BOOK 1 PAGE 223
70' R. 0.W.
70'
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FROST CREEK
AND SALT CREEK
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REC.NO.
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SALT CREEK ROAD
LAND SURVEY PLAT
EAGLE COUNTY
BOOK 1 PAGE 223
70' R.O.W.
LEGAL DESCRIPTION:
Lot 2, Horseshoe Hill Subdivision, according to the Amended Final Plat recorded MAY 4,
1996 in Book 696, Page 236, recorded at the office of the Clerk and Recorder, County
of Eagle, State of Colorado.
NOTES:
1) STREET ADDRESS: 1662 Salt Creek Road (Posted)
2) DATE OF SURVEY: September 5, 2019
3) BASIS OF BEARINGS: An assumed bearing of S00°00'00"E between a 1.5" Aluminum
Cap on #5 Rebar, LS #13901 noted in a Land Survey Plat recorded in Book 1 Page
223 (52.09' from the northeast corner of Lot 2, Horseshoe Hill Subdivision, Amended
Final Plat, recorded in Book 696, Page 236) and the southeast corner of said Lot 2,
being a 1.5" Aluminum Cap on #5 Rebar, LS #11204
4) Location of improvements and lot lines are based upon the above—referenced
Amended Final Plat, and Survey Monuments found at the time of this survey. No
Title Commitment was provided for this survey.
5) 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 heron.
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LEGEND:
Line #
Length
DENOTES SET SURVEY MONUMENT,
El
1.5" ALUMINUM CAP ON
#5 REBAR
1260.99'
LS #38079
00'
00"E
DENOTES FOUND SURVEY
MONUMENT
O
1.5" ALUMINUM CAP, ON
#5 REBAR
L3
LS #20695
NO1 °
52'
DENOTES FOUND SURVEY
MONUMENT
O
1.5" ALUMINUM CAP, ON
#5 REBAR
12"W
LS #26967
276.20'
NO8`
DENOTES FOUND SURVEY
MONUMENT
O
1.5" ALUMINUM CAP, ON
#5 REBAR
00'
LS #11204
L7
DENOTES FOUND SURVEY MONUMENT
O 1.5" ALUMINUM CAP, ON #5 REBAR
LS #13901
i1i DENOTES TELEPHONE PEDESTAL
DENOTES PVC FIRE HYDRANT
UNPLATTED
MILLER FAMILY
TRUST
REC.NO.
201800491
LOT 1, HORSESHOE
HILL SUBDIVISION
BOOK 446 PAGE 124
BRYAN DEVINS AND
SHANA THORPE
IMPROVEMENT SURVEY PLAT
LOTS 2, HORSESHOE HILL SUBDIVISION
AMENDED FINAL PLAT
SITUATED IN SECTIONS 24 8v 25, T.5 S., R.84W., 6TH P.M.
COUNTY OF EAGLE, STATE OF COLORADO
LINE TABLE FOR
ORIGINAL PLAT
Line #
Length
Direction
CHORD BEARING
CHORD LENGTH
L1
1260.99'
SOO*
00'
00"E
L2
283.02'
N88°
31'
58"W
L3
833.90'
NO1 °
52'
40"W
L4
248.67'
N30`
54'
12"W
L5
276.20'
NO8`
59'
58"E
L6
192.52'
S88'
00'
02"E
L7
210.83'
S73°
42'
15"E
CURVE TABLE FOR EASEMENTS
Curve #
RADIUS
LENGTH
DELTA
CHORD BEARING
CHORD LENGTH
C1
69.14'
99.52'
082'28'17"
N53° 24' 12"E
91.15
C2
25.00'
74.90'
171'39'29"
SOO' 00' 46"E
49.87
O CONCRETE
DRIVE
O
40.2'
I
N90p0�ONGARAGE c6
E N N
9- I
I
39.9' 1
L
DETAIL
LINE
TABLE FOR EASEMENTS
Line #
Length
Direction
L8
109.96'
N53'
48'
43"W
L9
113.93'
N12°
10'
14"E
L10
151.26'
S85°
21'
39"E
L11
127.27'
S83°
04'
13"E
L12
25.31'
S83'
04'
13"E
L13
206.91'
N89°
43'
29"W
L14
20.51'
S57'
36'
33"E
L15
273.39'
S73'
03'
05"E
L16
228.00'
N75°
59'
00"W
L17
292.82'
S33"
34'
00"W
L18
22.51'
S33°
34'
00"W
L19
130.89'
S33°
34'
00"W
CONCRETE
IRRIGATION
DIVERSION
CTRI ICTI IRF" I
N
O
00
N PARCEL 4, BRUCE
CREEK RANCH
BOOK 254 PAGE 976
o RACHEL OYS
00
00
z
COUNTY SURVEYOR CERTIFICATION:
Deposited this _Day of'
� 2019 at -A,���M in Book Z of
the Eagle County Surveyor's Land Survey Plats/ Rights—of—W y Surveys at Page
This Land Survey Plat complies with Section 3 —51-102, of the Colorado
Revised Statutes.
CERTIFICATION:
I, Randall P. Kipp, a Professional Land Surveyor in the State[ of Colorado, do hereby certify
that this Land Survey Plat was prepared for Vail Valley Ranch, LLC, and is the result of a
survey performed by me or under my direct supervision, responsibility and checking. I
further certify that this Land Survey Plat is in conformance with 38-51-106 C.R.S.:
Minimum Standards for Land Plats, and is based on the Ian surveyors knowledge
information and belief, is in accordance with applicable stan ards of practice, and is not a
guaranty or warranty, either expressed or implied.
GO�S�ppi LL p ��cS'��
Randall P. Kipp P.L.S. #38079
Colorado Professional Land Surveyor
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